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Home My WebLink About40710-Z Town of Southold 1/12/2018 P.O. Box 1179 53095 Main Rd �pTSouthold,New York 11971 (0'j%P Nz* 491CO CERTIFICATE OF OCCUPANCY No: 39448 Date: 1/11/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 390 Oyster Ponds Ln, Orient SCTM#: 473889 Sec/Block/Lot: 24.4-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/6/2016 pursuant to which Building Permit No. 40710 dated 5/23/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING INCLUDING SCREENED STONE PORCH, FRONT COVERED STONE PORCH, STONE STOOPS AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Ffolliott,Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0011 01-10-2018 ELECTRICAL CERTIFICATE NO. 40710 09-05-2017 PLUMBERS CERTIFICATION DATED 12-15-2017 AgeJ Bern Jr r u ho ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT ~` � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40710 Date: 5/23/2016 Permission is hereby granted to: Ffolliott, Ann 390 Oyster Pond Ln PO BOX 568 Orient, NY 11957 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 390 Oyster Ponds Ln, Orient SCTM # 473889 Sec/Block/Lot# 24.-1-2 Pursuant to application dated 5/6/2016 and approved by the Building Inspector. To expire on 11/22/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,802.80 DEMOLITION $514.00 -NEW $50.00 Total: $2,366.80 uildin r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. % New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 9t r '�-� 0 �.Sc,Q 1-ow 7{� or T House No. Street Hamlet Owner or Owners of Property: aO F&2&4- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature hO��pF SO(/TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.richertR-town.southoId.ny.us Southold,NY 11971-0959 Q OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ffolllott Address: 390 Oyster Ponds Lane city Orient st: New York zip. 11957 Building Permit#• 40710 Section: 24 Block. 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578- E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 74 Ceiling Fixtures 30 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures 45 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 80A A/C Blower 3 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 77 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Range Hood, 2- Paddle Fans, 20 ft. Plug Mold, 1- Well Pump, 4- GFCI Circuit Breakers, 14- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: September 5, 2017 0-Cert Electrical Compliance Form.xls i Town Hall,53095 Main Road • Fax(631)765-9502 P.O.Box 1179 �� Telephone(631)765-18(r— Southold,New York 11971-M9 BUILDING•DEPARTMENT G TOWN OF SOUMOID DEC - 5 2017 BUILDING DEPT. CERTIFICATION TOWN OF SOUTHOLD Date: Building Permit No. . 7 Owner-. AvAl Fr D y.L l D 77- (please print) Plumber. ✓'" 7. 6evo4 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. IL tore) Sworn to before me this nLLk,, of�llQf , 20 I VICKI t--BERRY Notary Public-Stake of New York No. 01 BE6070081 No Public 1 Qualified in Suffolk Coun Notary �5" �� oullty Commission Expires —i '�j 10 q SO�Tyo o • io ooulo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: x 1 cod, w Loll, op tr DATE INSPECTOR �� D oF sooTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ],,FOUNDATION 2ND [ ] INSULATION [ ��INGSTRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I✓ 1 d O FtAYA- tou- At?-�4y*vdv;� tV,k� 0 \A AYC4 1 4d AsIt ov DATE I INSPECTOR Die l� �Of so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] AL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPE TION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEN ATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( AL) REMARKS: eivz f DATE INSPECTOR qD-+Ic) pf SOUIyo �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: h Cr*.A wv.// ate- -- ► ►rc ©�— Cmv�- , r✓ DATE 14 �' INSPECTOR rAf SOOTyo� 4.. 011 �y�ro , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ( a �Of SOUry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING � FINAL AJ6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 01 h%W41�� " 6� CPAWWtok Ry kyl� soi ki.-- Coe f1v (s) �v avL-- (wow -r DATE I INSPECTOR D CONSTRUCTION , INC .INC . C D P.O. Box 934 + Cutchogue, New York 11935 JAN 2 4 2017 Tel: (631) 734-5217 + Fax: (631) 734-5249 BUMMING DEPT. TOWN OF SOUTHOLD January 23, 2017 Town of Southold Building Department PO Box 1179, Main Road Southold, NY 11971 Re: Ann Ffolliott Residence 390 Oyster Pond Lane Orient, NY 11957 Building Permit Number: 40710 Building Department Officials: Spray Foam Logics, PO Box 408, Mastic, NY, license#49874-H, is the company performing the insulation work at the above address. Related to that work, the attached technical data sheet for QuadFoam 2 0, Arctic Seal from Quadrant Urethane Technologies describes the closed-cell, spray applied insulation that is used throughout the residence. Very truly yours, Eugene Burger, President ARMAN D LEGARDEU R ARCHITECT D [EC[Em D May 14,2017 MAY 19 2017 Mr.Michael J.Verity BUILDING DEPT.TOWN OF SOUTHOLD Town of Southold Building Department PO Box 1179 Southold, NY 11971 Re: Ann Ffolliott Residence 390 Oyster Ponds Lane Orient, NY 11957 Block and Lot#1000-24-1-2 Permit#40710 Dear Mr.Verity: I am the architect of the above-referenced project that is currently being built by Burger Construction Inc. I am writing at the request of Eugene Burger to certify that the hurricane strapping was installed in accordance with the architectural and structural plans and specifications and that it exceeds the requirements of the New York State Building Code. Please do not hesitate to contact me if would like any additional information regarding this matter. With best regards, 'BRED A&C t.eGqO � Armand LeGardeur N Principal 9� 018942 OQ- F OF tNj 242 West 30th Street Suite 1500 New York NY 10001 212 5812877 www.alegarch.com ■ ,i '� � "="� � Iii►�� IMM, Irk STATE ENE ROY cbm s1!► FAMA ✓..� III .. � MO TOM I . � ► • � iii' .L.ht/ � . ♦�, � 0 I ' , u • n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 L�� - I Survey SoutholdTown.NorthFork.net PERMIT NO. 11 Check Septic Form N Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 "UW Expiration Single&Separate Storm-Water Assessment Form q ' Contact:VAR _ Approved > ,20 Disapproved a/c '1._'L,20 t 3 TOWN OF SO Phone: ne r I DD MAY " 6 2016 APPLICATION FOR BUILDING PE BUILDING DEPT Date Feb 2010 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 1'O Bou 9 34 , r jtc h (oma.; OV (Mailing address of appli nt) 135 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder General Co hyar+a r Name of owner of premises Ahr) fTO 1 h Ot+ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 1114(4 — H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 390 Ovsfer Pends Lane- Or;P_nf House Number Street Hamlet County Tax Map No. 1000 Section Block ( Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Rips i den 1,ed b. Intended use and occupancy Re,;I cien }•1 a 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -A(POO o 4200 Fee G31 6TP paid on filing this application) 5. If dwelling, number of dwelling units um e on each floor If garage, number of cars ' RAN 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t4 A 7. Dimensions of existing structures, if any: Front C1, T. 1 -0-1 P%1 -- - - 6 331 Depth 2(, Height a Number of Stories Dimensions of same structure with alterations or additions: Front �; f„ Re8r Depth Height Number of Stories 8. Dimensions of entire new construction: Front 51 '-S Rear `) 1 �-9 �� Depth Va r i ice'17 Height 3 Number of Stories o? 9. Size of lot: Front 0. O Rear Q 0 • fo Depth ••r 10. Date of Purchase A P RR1 i- Lot.,(71 ame of Former Owner FS CSF A cip-la ide- V. Wysocki 11. Zone or use district in which premises are situated R- `ir'() 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO_)(_Will excess fill be re ovg�e�od from premises? YES NO 340 pytt�,Hondstart- 14. Names of Owner ofremises Ann f fo I I i n* Address Ori e a+, NY /jgsZPhone No.(t03 0 %7&-33'fb Name of Architect Arranind I.e6ae-cic►AIr Address 1 WUP49F. 3fl, Ne*16one No f gi.-�). X81- "0271 Name of ContractorL-Uaene- Burr(« Address PC)Box 93 ►} Phone No. T(„31)-734-5?4-7 CuftOogve, NY I1935- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO __X__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_>�_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. =hcluded. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. N/A �/ 18. Are there any covenants and restrictions with respect to this property? * YES_ _NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF'jtf v -2 J D being duly sworn, deposes and says that(s)he is the applicant (N e of individual sign4q contract) above named, (S)He is the Ir ontracto e Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn � ol�efore me this � �� TRACEY L. DWYER day of 20 NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFF OUNTY COMMISSION EXPIRES 0, LIOL--- k'�� No ary ublic Signat re of Applicant Scott A. Russellj � `�'� SUPERVISOR o I��1[A\1 A��Gt�EI�WIEN`7[� � v> SOUTHOLD TOWN BALL-Y.O_Box 1179 53095 Main)toad-SOUTHOLD,NEW YORK 11971 '11 � 'own of So u th o l d CIUPTER 236 - STORMWATER MANAGE,MENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) MAY-.101016..:. i DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No "ECK ALL DiAT APPLY) FIN A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑0,E. Site preparation within the one-hundred-year floodplain as depicted -on FJ -crf--any waterco,"se: E. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a-Sfiormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, _ Signature, Contact Information, Date & County Tax Map Number.' Cbapter 236 does not apply to your project. Xj If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Buildint; Department with your Building Permit Application. APPLICANT: roWtly Owner.Design Prufessronal.Ao t,Contractor.Other) S.C.T.M. +' 1000 Daic, nhf,n, NAME: r. o1 4 Section B11x.-k Lot � � � Z2�� Contact Informst,on "..,... _1 ooko Reviewed By. JA _ r,l ProperIy Adds ess / .1_oc"at um of c onstt uct ion Work: - -- - - - - - - -- - - - Approved for proee4�mg liutldutg Pcrnul 3.0 0_ys4u Fond_ _�an—e, ❑ SiOrrn'-v,)ier A4:,t1a-anent COW]Of P130 Not Rcyuired _ Cori 2nd',_ N Y q5 / Slornlwalvr R•lanar,•ement Conuul Plan Recused f) ofk.anJ to (_iis,m-riliv Uejiatrnie•ut tO FOHI i ` wf( 1' 10,- \1 y An 1 $j;On r. S.0 T.M. b' logo grnl,Conn+crcr.0!Aer, t1 OZ4CHAPTER 23 lion ai«k tet ' Stormwater Management Control Plan CHECK LIST SC P -Plan Requirements. Provide ONE co M q pyof the Building Permit Application, 21�' w1•G Q2.10,'� �tj01 - * The applicant must provide a Complete Explanation and/or Reason for not pr ovidin; all Information that has been Required by the following Checklist! ` 'e "l 'I' drawn 'o scale Not Less that 60' to the inch MUST c+�« a I I ()! :Ito following iteins: NO NA If You answered No or NA to any Item, Please Provide Justification Here! Cescription of Property Boundaries If you need additional room for explanations, Please Provide additional Paper. t, oLa Site Acrcice .x+;t Ing - `!atu.-al 2' Mar. itilade Features within 500 G.F. ` cf !ire Site Boundary as required by §236-1702), 1 nets '= Tcs: F'c�.Data Indicating Sail Characteristics& Depth to Ground water. cit.negON &SEDIMENT ? .�ImltS J. Clear:,tg g Area of Proposed Land Disturbance. ebut not tm ixell t0- P,oposed Contours of the Site (Minimum z Inc:rvalsl ' ained Construct-Ion �^ g L-=rcat Ion or all existing & proposed structu 1t Fenein&sta res, roads, ed and/or ina the sldeavaiks, drainage improvements & utilities. i' `l=ot {'ares 6 f inish Floor tievations for all existing & :'roposec strut.lJre5. L Cc110!) proposed Swimming Pool discharge ring. arorused Soil Stockpile AreafsJ, i' t.:.Cd C pl a .opted ^'15tfUCt:C11 Entrance/Staging Area W. i f bv ed COiiCI'ete kti'dSilO'Ji a{'easpFCTIJ, ONS ARE = crus i oro<_i7n&scd!nent contrcl measures. 3t 7befofe 65--1560 co' Control Plan must Include Calculations showing , ;npineerin e, rllcatium p,c'Jentents are sized to capture,store,and Infiltrate Engineer's e t t C!, f ron al: impervious surraces generated by a two t21 inch n Insta 8 l -•' C:I c Crz-'Ings for storrr•vrler practices are required for approval. I; �Ir{ cc ails s^ail include but not be limited to: ; _rGa G'1 s Sed!nleni t:or0J�. ICi lona Entrance $ Site Access. _ ct Di a agC StI'LICCL'I'eS (e.g catch basins,trench drains,etc.) ' hg SI ^!ut'e5 Ie.e. infiltration basins,swales.etc.) ' ,. i .tI:�!I• i?I\t.. U1.:F'• _, 'I' 1101~ ONLY z�*,I.:..... ...:. ........._.x:::.. :�: ...:-:__....: ..-....... .... .... .. ..._. .._ .. .-.._. . . ... ._ -- - �cvl� ,ed I Additional Information is Required. gpproved 13% Stormwater Management Control Plan is Not Complete Dote: I Stormwater Management Control Plan is Complete, I SMCP has been approved by the Engineering Department. 18'-o"MAX. C.to C. LL M GRADEp < z = � f � LU r � O� �V PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10 / 10 WWF) z FILTER CLOTH 0 N SLOPE EMBED FILTER CLOTH GRACE MIN. 6" INTO GROUND Z NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET EROSION &SEDIMENT CONTROLS Shall include but not be limited to: SECTION DETAIL Awell maintained Construction izationntrance& Wire Backed Silt Fencing, Seeding of exposed and/or inactive soils. SILT FENCE DETAILS SCALE: NTS CHAPTER 236 DATE: STANDARD STORMWATER DETAILS p APPLICANT N le y�ov 1 S C.T.M.#- V ii /1 Drawing # : SW—II O 1 ADDRESS. QyS�GW� �N�S EFFECTIVE: 7 3 I 'TO 15TREEt 2 O ul GC 0 EX I ST I NCS CCAS LINE o j � LINE OF EXISTING MOUSE TO E3E REMOVED. STEFS, DEC,< AND FOUNDATION TO 5E DEMOLIE5HED EROSION&SEDIMENT CONTROLS 07/10/15 PRICING ISSUE Shall incl ide but not be limited to: 02/18/16 PERMIT 155UE A well mi iintained Construction Entrance, I Wire Bac ced Silt Fencing,stabilization Seeding of exposed and/or inactive soils. i f DRAINAGE INSPECTIONS ARE REQUIRED i Contact TOS Engineering at 765-1560 before II Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. I I � I I � � cy a _ . - * DRAWING LIST, Ip18 42 pA7 NOTES, SITE PLAN APPRQVAL OF 5 ORMWATER MANAGEM �F A ICONI RO} to n Cod r 23b OF Date: 20 I APPS by: 77 AooOO 1 .l F SO(/l�ol 0 Town Hall Annex JL J [ Telephone(631)765-1802 54375 Main Road N (631)765-9512, P.O. Box 1179 G� Q roper.richert(a�epwn.southola.ny us Southold,NY 11971-0959 Q �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: ��► S E�L�/�l c- Name: !Ln-i License No.: Address: , p63OWL �S ,�o uV4 o 4-c> lz,9 7t Phone No.. . JOBSITE INFORMATION: (*Indicates required information) *Name: C)f::,D///i o Tl— *Address: .�90 D Po^J0S , A)y !!9 7 *Cross Street: ze2T- o?S *Phone No.: 31 7� ,� -7 Permit No.: e7to 7/-o _ Tax-Map District: 1000 Section:.— Block: � Lot: —�- *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �w ��icaCLtEi� G�f1,0�rr 5l A�1�3 (2��J - (Please Circle All That Apply) *Is job ready for inspection: YESGLfT_d) Rough In Final *Do-you need a Temp Certificate: 6D NO Temp Information(If needed) 'Service Size: 02D 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters/Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form "P, �. 63 =kms" �� $I l a-�l I• ��S�FFOtk�� Town Hall Annex f�� Gy F Telephone(631-1802 54375 Main Road _3 �c Fax(631) 734-9502 P.O. Box 1179 Southold, NY 11971-0959 N ;jt BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 5 Owner: �J Location of Property: 6 P U )-Q o- ��/ 4= Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or.performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person(person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE - - DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIDI. REFLECTIVE WHITE 1" 4 1l2" STROKE _ ------ ...-DMGNATF0N-F0R7STRtlC1'liRAt -..__.._..-.... ... COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDEN1lFICATI0N SIGN COVPIJANCE IMTH 19 IYCRR PART 126SS .. - - NNMSME CODES DIVISION DMIE-TRUSS IDEM lFICAl10N SIGN DATE03(08(2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT . EP1�jlTMENT•,DF."�fJl�: AND ADMINISTRATION q ro PSEG Long Island Customer Order Fulfillment Department 15 Park Drive Melville,NY 11747 FOWG 1 t)'V C: I�1 1\[I 1Lnwkr fhr+}�+;r.nr�fn!lurr June 22, 2016 npD 2CZ0V7LR Burger Construction D JIIN 2 2 2016 PO Box 934 Cutchogue, NY 11935 BUXDLVTOG DEPT. wN OFS Re: Electric Demolition Request OUTHOLD Reference No. 900000031431 Address: 390 OYSTER POND LANE,ORIENT,NEW YORK Gentlemen: This is to advise you that the PSEG-LI electric facilities at the above referenced locations have been disconnected and removed off the building structure that is located on the properties. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Customer Order Fulfillment at 516.949.8691(Nassau)/516.949.8692 (Suffolk) or via email at COFLI@pseg.com. Very truly yours, Carolyn Mackin, Manager Customer Order Fulfillment, PSEG-LI CM/am Y� t IIPA 9fi8}ei29 s ltr�jn r k 4 ate' ' I Armand Le(-3ardeur Abandonment of existing itary system must be in A 1` C I f I L C J, comformance wit i depart nt requirement Submit U :'<__ completed form N fWM- as prooE < ri I N/O/F IRENE TRE IE3ER REVOCABLE LIVING TRUST ON A 7 W�'t 1 1 o .................. RE\/Or�AI51-E LIVING TRUST E WIM XCAVAMN IMSPEMON RE,CQt4W 'EX15TIN(f- UTILIT11)' FOLE FOR SMITARY Sy"W ?-_2-j! WALL t2jo-(5- HEALTH DEPARTME RETAINING -HEDGE EXISTING FO�NER LINES ABOVE r-K-A[;)E FENCE IL ki U f I 13Z v R EXISTING UTILI "'r LINES BURIED < r-77S -Ij EARS FROM, L-, AE30\/E TO BE OCR LU 0 LH E EX15TINr:,, WELL, TO DE ELL ABANDONED Q N 0) FLOOR 55' 1�31 A DPROVED IN ACCORDANCE WIT a OF I-V x 54, 4) NEW R"(�NELLS, VEGETABLE I FRONT 'rARD' LTC C, R ".VIEW EXTERMINATION DATEDL)UIW GARDEN vq/5' 1 6' DIA , DEEP SETI5Arf< ST LT z i I Q E 'FENCE I PATIO I DECK 15 IL LU Z O LU -1 'U s s ita rt nt T E L EXISTIN�5 SEFT TANK TO KEPT �EE ATTACHE® SPECIAL CONDI ON, ;2 < GRADING PLAN AND/OR PLOT P Q SET EXISTING GAS LINE W ;e-- NEW SEPTIC, TANK, LEACHING FOOLS -S 20' MIN LINE OF EX15TI�N& HOUSE ST -4D )S' AND EXPANSION TO BE REMOVEF,). STEPS, 7- FOOL AND 0 NDATION W. TO 5H=) O TEST HOLE E LF L-F E A c' 14 In eGq to EL 15 a' if) C� Lf) N&40 Ici FROFERTPROPERTY7- LINE 0 51* TEST HOLE DATA N/O/F REGINA AE3ERSKTH $ EMIL'r' DEER<O ELL AND LATERAL MUST BE 81JOWN ON FINAL SURVEY 01894?� McI�IONALD &EOSGIENCE 0 11/15/14 NOTES F N DARK BROWN LOAM OL I SITE FLAN DEVELOPED FROM INFORMATION PROVIDED PROPERTY TAX # 1000-24-1-2 ON SURVEY FFEFAREI:;) ON 06-0-14 BY FEr-ONIC, ZONING GLASS =R-40 BROWN AND PALE DROWN SILT AND SAND"( SILT SURVEYORS, FG ELEVATIONS BASED ON Iq55 US&5 DATUM LOT AREA = 15,850 FT 2 (0.56 ACRE) 02/02/15 DOH AFF (VERY HEAVY GRAVEL FROM -7'-q') - ML 05/02/15 DOH RE\/1510N 2 SCOPE OF WORK TO INCLUDE REMOVAL OF EXISTING PROPOSED FIRST FLOOR AREA = 2,175 FT 2 E3f;ZC^N AND PALE BROWN FINE TOGOARSE 1-1/2 STORY HOUSE, DEMOLITION OF EXISTING FOUNDATION, PROPOSED SECOND FLOOR AREA= 1,154 F7 2 SAND WITH 5-10961 GRAVEL - 5^ STEPS AND E;)EC,< EXISTING SEWAGE SYSTEM TO SE -------- 1.2-7' REMOVED EXISTING WELL TO BE ABANDONED PROPOSED SEFTIk-, WATER IN PALE BROWN FINE TO COARSE SAND WITH 5-10% GRAVEL - SN NEW BASEMENT AND 1-1/2 STORY HOUSE PROPOSED EXISTING NO OF BEDROOMS 4 N 17' GARAGE AND SHED TO REMAIN NEW SEPTIC TANK, TANK CAFA(-,17T' 1,000 GALLONS PR011('-)AED LEACHlNcS, FOOLS AND EXPANSION FOOL TO SE INSTALLED IN [5] LEArHIN& FOOLS a' DIA, 4' DEEP S11PLAN NOTE WATER ENCOUNTERED 12-7' BELOW REAR YARD NEW PRIVATE WELL TO BE LOCATED IN FRONT [1] EXPANSION FOOL 0' DIA, 4' DEEP SURFACE YARD A-001 I PROPOSED SITE FLAN SCALE 1 = 20' ArmandLeGardeur 160' 165 OYSTER POND LANE A R C H I T E C T RACKETT 108' i +NEL L / 285 OY�"POND LANE O SE T I G ' QSEPTIG / HOUSE 7 West 22nd Street,3rd Floor 7 � New York,New York 10010 Tel 212681-2877 Fax 212-581.1976 HOUSE QSEPTIG 230 OYSTER POND LANE >o JIMINEZ � 2 1��yy /I 16T , - SUFF.I i I RAGE Ell NEL ;A ,. 25' 1 1 LEACHING PO LS OQ QSEPTIG / a 154' 127' 65RACKETTSCO"' 4�11 I - GARAGE /✓/UIR 9. 0-01 2� TREIBER I 'e�- � HousE 40.5 RACK COU I � I �5 RTS � �WELL 1 I I POND 196' 310 OYSTERT 6 GETCHES I r l \\�� TREIBER 285 OYSTER POND LANE `.J 172 49' I -- -- ---- —-- GARAGEo ----� o SEPTIC NELL GARAGE --—N t�- ., GARAGE W Lr`1 IHOUSE sEr36ncK HOUSE I VEG i b EL I v J Q PC RDE Z6I 2 o PROPOSED 1-1/2 STORY 35 _-- SEI6ACK ESE, -vim' FRAME HOUSE ISO' DIAMETER I z PROP SEAL _ LEACHING P OLS.O 'E Y ,.� d. i?ROPOSEI7 _ __ ,96' O O Z x O 154 � --- 179 65' LEACHING POOL 0-- n °' - 5 GODFREY APPROX. LOG n ABERSMITH 3 475 OYSTER PONDLANE 460 OYSTER POND LANE \�LEAGHI N POOL 1 VACANT: NO WELL OR SEPTIC, o __ HOUSE 0 a HOUSE TORN DOWN Z — --*NFL EDA ti FARM LAND �^� �, ' NEL Q VACANT ,Bz ABERSMITH 4 ��+ Qq- G C) LEAGHI G POOL HOUSE 510 OYSTER POND LANE Q / � :. APPR X. LOG a O 0 2,115 0011 APP G Iis:b 013942 ti� ELL Lu 4 OF 183' x. i i. ASHWORTH 5 / 580 OYSTER POND LANE s / VACANT LAND SEPTIC/WELL s HOUSE LOCATIONS A-002 I WELL AND 5EPTIG LOGATION5 WITHIN 150' OF PROPERTY 5GALE: I"= 40' SURVEY OF PROPERTY NM A T ORIENT '� ��°�F TOWN OF SD UTHOLD 0 �� Sr°o R SUFFOLK COUNTY N. Y, �w �w� �oF'`Ftiss 1000-24-01-02 7REws \ RF��'q g49 SCALE. 14 20140 TREES �\ �o�y BZF v 1s TREE SUS ST ev F or CHERRY MULLBERRY CO%Cqv --� OH ixer o TREE ° rwa. 2.8'jw 1/ G MAPLE b MFR ''��• � ��2 -10 '9B AREA= 15,830 SO. FT. k a SPOT ELEVATION 'e ■ = MONUMEN r ".eQ� .• ° ELEVATIONS AND CON70UR LINES ARE REFERENCED 70 N.A.V.DATUM. V F LIG. N0. 49618 ANY AL7ERA170N OR ADDITION TO THIS SURVEY IS A VIOLATION , OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. CONIC R RS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERflFICAAONS �� (631) 765--5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR1230 TRAVELER T �+ WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, MY 11971 . 14--0V 4 . 1r Li D`1 SURVEY OF PROPERTY ate• N�0A T ORIENT Ile- TOWN OF SO UTHOLD 40 �9, SUFFOLK COUNTY, oy �F '�RFRF 1000-24-01-02 °'�• .�,� SCALE.- 1= 30' �y � � NE 18, 2014 ,,�, JUNE 15, 2016 (PROP? HOUSE) Ot JAY 26, 2016 (FOUNDA AON LOCATIONS) 0 b O .jr , ow , /Q s` +� •fit we hO m s T sn'r' �, / f�� Q1� • � L7��a V 1 AUG - �, zoos ,�lv~ BUILDING DEP' /p �' a cw •�' r WN OF SOMH(" N s, '4'�4'ps psi �,• hry 110 "ry SOF NEW 41.ME;, . • a REBAR �� ••; 0 a MONUMENT ELEVA7)OK4 AND CONTOUR UNES ARE REFERENCED TO N.A.VD. 86 ANY ALTFRA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON 1 N. YS. UC. NO. 49618 OF SECTION 7209OF THE NEW YORK STA 7E- EDUCATION LAW. RWYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIWSIOJV 2. ALL CER77FICA7701vs 631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7H£ IMPRESSED SEAL OF THE SURVEYOR S 30 TRA VnER STREET 14-000 WHOSE SIGNATtlR£ APPEARS HEREOW. AREA 15,&34 SC?. FT. ounvOt.�, N. Y. X1971 • SCDHS REF# R10-15-0011 SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD N�°� SUFFOLK COUNTY, N. Y. AF /RF �F �R 1000 24-01-02 ti,�' �,`�°� "�`?"+c�• ° ST ss¢y S �'F/ems/BF,Q SCALE: 1'— 30' ; R FFV JUNE 18, 2014 O F R l�pc pCgB JUNE 15, 2016 (PROP. HOUSE) '9B� �y JUL Y 26, 2016 (FOUNDA 71ON LOCA TIONS) NOVEMBER 08, 2017 (FINAL) DEC. 20, 2017 (HEALTH DEPT. REVISIONS) Jr� +�} /v •� O /j `s�' JANUARY 9, 2018 (HEALTH DEPT. REVISIONS) Q '/NVN/� 9+8 �l�sT ¢9 *T- oil! NRF�� F �r SEPT I G SYSTEM MEA5URMENT5 /'s9 10,54' TAMC "A" (i h C� i O`j'g'mn. T 2.3' TANK '$" 59' 33' /� 4161f b S¢ b STF , ms's,• 00� -- — 0 LFI 82' 67' / h /1, ow 2.s 's STgti SIIFFF_ ;:. AUNTY 0EPAR? 1 APPRI-VAL C LP2 87 64' lb-, SINGLE°w s JINGLE FAwyp ' e+e ti oats IAN Ia 0 LP3 74' 46 °/� ` Q� T11C flwaw dfspog;z wrj waotr St"YI mo A*b G D ¢F REG/ A "� � �a:.Acd by> ftDePWVreocrxew *, N •6 O be FOR A NOT N,� Z y q q S btAXU1Q1A/ _ 1 . WELL 32.3' 56.7OFF,llt-c FiQs�/ t'e r.`t�`,^s#ewe� SEPT I C SYSTEM 1-PREGA5T 1000 GALLON 5EPT I G TANK 1► ..r+""u'"``�� WITH CAST IRON DOVER TO GRADE susilti To CG VihN I'S � rj:,1 -i IONS LIBER �O 2-LEACHING POOL5 6'$ X 6' DEEP �► Qo�-St1r� Sys}+^ dCeSno} /"-A 1 PACT WITH 3' SAND DOLLAR 3' MIN. ABOVE �~ H ce - GROUND WATER ,b" C)F NZ7EyYO ! JAN i • = REBAR ■ = MONUMENT �,� JAN 1 0 2018 ELEVA71ONS AND CONTOUR LINES ARE REFERENCED TO N.A.VD. 88 EAW ,S. LIC. NO. 49618 ANY AL7FRAHON OR ADDITION TO THIS SURVEY IS A WOLA77ON F� 1 -a s-- " '-: PECONIC SURVEYORS, P.C. OF SEC7701V 72090E THE NEW YORK STATE EDUCA710N LAW. TOWN OF SOUTHOLD (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC7701V 7209—SUBDIVISION 2. ALL CER71FlCA770NS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR AREA 15,830 SQ. FT. 1230 TRAVELER STREET 14-060 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 P. E (� lTrethane Teeliittil7ogies BLTYLDINVG DL . L/O TOWN OF SOLTHOLD QuadFoam*2.0 Arctic Seat" is a tcvo-component,2 lb. closed-cell,spray-applied,rigid polyurethane[nam y3�stem It is spedally formulated fna application to lop,temperature substrates(0 F). Passed AC 377(NFPA 211,6) Appendix X without any ignition barrier. QnadFoam* 20 Arctic Seal" lets you keep working all winter long and provides exceptional insulation with an R-Value of 6.5 per inch.A low viscosity,"HIGH YIELD"2.0 Ib.closed-cell material that is excelle_tt for insulating, air sealing and noise reduction. It contributes to providing a self-adhering,seamless budding envelope that reduces air,dust;pollution and pest infilhatiart.This spray foam has been specially formulated to meet the intent of the International Code Council(ICC)building codes andis used primarily as a moisture/vapor barrier,air barriez and thermal insulation on above and below grade interior and exterior applications. QuadFoam°20 Arctic Seal'has been tested in accordance to NFPA 286 according to AC 377, Appendix X for Ignition and Tltermal Barrier as noted; Ignition Barrier not required in accordaMinute Thermal Barrier of 14 dry mills of DC 315 Coating requiredaccordance bo ICC-ES Ae to IGC-E5 AC 377 C 377A X j�2011;15 2011.TPR2 F10E can ako be used as a thermal barrier at 12 mils dry mills. PPS X June Spray Foam Insulation Advantages Typical Physical Properties Reduces Eneir Consumption Density * Controls An Infiltration ASTM D-1622 1S to 2.3 pcf Vapor Retarder Closed Cell Content >9C% * Controls Moisture Infiltration ASTM D-1940 * Structural Properties Tensile Strength 42 psi High R value Per Inch ASIM D-1623 - Improves BOO!Aa Qum' R-value at 1 ir-ch 6.5(90 day aged) - Structural Properties ASTM C-518 - Zero ODP Moisture E'ac r P 1.0 perm @ 1.5 in. For proper use of this Quadrant insulating material or ASTM E-96 0.75 perm @ 2 in. any polyurethane foam,please refer to the Quadrant Air Permeance 0.001 eftn/ft2 applkationinformation and any of the following codes ASTM E-211,8 cr guidelines: DimenstonelStabllity < 12% - API Fue Safety Guidelines for Use of Rigid ASTM D-21126 Po4mrediane and Pol)risoeyanurate Foam Compressive Strength 25 psi Insulation in Building Construction(AX230) ASPM D-1621 Sound Transmssion Coefficient 41 (STC) ICC,International Binding Code,(IBC), Section 2603 ASTM E•90-85!E413 Noise Reductic+nCoefficient .2(NRC) - International Residential Code,(IRC), ASTM C-423 Section R314 Flammability Flame Spread <25 - Polyurethane and Polyisocyanurate Foam ASTM E-84 at 4 inches Smoke Dm.. <450 Insulation in Building Construction(AX230) rim- Report Number: 3459 j � Report Number: 0222 NOrf-ThrtabvxtnhxsOff rtno=rtnlsta Obfaitrdjrom LtMmtotycryrrtmtnM andshaald sow eft y0 gmak/bns.FM rix con!knyity sierdd rmt OecortfLwdwith a�na7tdensiJy.otrrolI obN"k$mrahmP lk"fimrWcm4tultkaend ft*iabaamimtjbiolei neeaM,01ddunof4wiaHon,enohrnWPM DWIA!b,Lsrte. wMr Rev.5-09/30/2013 MAR-13-2015 10:36AM From: ID:BURGER CONSTRUCTION Pa9e:001 R--94x P b 'F3t�ft3tltT�elis>iQ QuadFoam®2.0 Arctic Sealrr"r APDL-FCATI031T INi<ni7nfa�rrON STORAGE AND USE OF CHEMICALS -forage temPeMtures should be50-SOT for several days before um and shou:d n of exceed 902:.Do not store in direct snu wdigftt Keep damns ben whennoin use and ands dry air or rdtrogat pressure of 1.2 psi after they have leen opened.Shelf life is six mon ft from date of manufacture hen stored in o original unopened containers at50-80`F. SAFEJFL4NDLMG OFUQUIDCOMPONENTS Caution,conbmts may betmder presnue.Loosenthe small bang first and allow anyprtaram brelatseptiorto removing.B tompontntt map froth at elevated temperatures.Avoid prolonged breathing of vapors In case of chemical contact with?vee,flush with water for at feast 15 minutes end get medical attention Forfutther irhlarmation refer to"AiDI-Based Polyurethane FoamSyslerns:Guidelines for Safe Handlingand Disposal" pubHuttkmAX-119 published by the Alliance for the Polyuretimus Industry Arlingy>ry VA. EQEUPMENT ANI?COMPONENT RATIOS The mixraHo is 1 is 1 by vok ne.Thepre-heater and(lose temperature should be setat 1(k5-l35*F,+/-5,F. APPLICATION GUMELINES QnadF0amt'2)ArWe Seal"is suiteblefor application to most construction matedah itrcludingwood,nnasamry,comm to and metal.'411surfacmmbesprayedwithkoarnshould becleandry;sadfseeofoi4grtaaaeInc' and orfrost Qnadpoama 2.0 Arctic Seal is recommended for applications where temperatures are below 40'F and above 07. Dc not exceed?inches application 0*1mess for closed cell foam for each layer.Allow at least twenty minutes between eachpasato allow far cooling.Multiple layerscannbe applied to reachthe desired thidatess and R•value- Aswitih LUSprayPolYurethane Foamsystems,proper appticationtechnigttes must be followed. lesof im not limited to,excessive thickness of SPE off ratio material and spraying into or under � � proper tetihrriques include,but are inclthdt dangrroastYhigh reaction.temperatures that Pg 116Q18 potential nestilts of Improperly installed SPF loam must be reatoved and laced with i� m fire and offensive odors that may or may not dtasipate Improperly installed ptroperiv instaledSPP Foam insulation is combustible.Heat sources such as cutting towhee,space heaters and welders must not be used in dose proximity to any foam. FINIZSREDFOAM PROTECTION The fiidahed surface of the sprayed Polynretluunefoam should be protected from sunlight and ultraviolet rays,wFtidr cnncausedttating and discoloration.protective coatings designed for use Hith polyurethane foo nv are available from Quadrant Ureehane Technologieat HEALTH& SAFETY DW to the mctive considered-endappropriate ns tun of them CWnponeiva,Vapors and liquid aerosols present during application andfor ashort period thereaftermust be protective measures taken-to minizd=potentat risks from overaupoaure through inhalatforh,skin,or eye contact. Them protective measures include:adequate ventilation,safety training for installers and other workers,use of approP We PersonalProt ective equipment ands=edical surveillance program.All OSH&NIOSH and other regulations(as ap?hirable)must be fol lowed.See oar website and MEDS for tmore informatioar. BUILDING CODES Building codes require the hnstailationof anapproved-thermal and or ignition barrier between the loam insulationand the occupied space, such as?arittch gypstun board or other tested and approved materials.Refer to specific building codes for details. Qu"Ftsam®ZA Arctic SeaIM has beet tested in accordance to NFPA 286 according to AC 377 Appendix X far Ignition and Thaiatal Barrier as rested;ignition Barrier rat required in accordance to ICC ES AC 377 Appendix X June 2011;15 Minute Thermal Battier of 14 dry mills of DC 315 required in accordance to ICC-IE AC 377 Appendix X June 2011. 7rtehdorrtwt(ort t,edn L to"SKetabmen In denxnatkdna,wterher ow yrodum art owtibtefor&*k appftwom.Tho Cummer anuats full deramUrrilmr of aewt,0ay of taodw for as inanded urs ar a a, rorpaaslWkty for gassy eontrd,i snag.and oda wratm espnatad er a¢�Ied wawa d a and Qoadrsat hh�Tect"s" tker s"' dwx3 o�et warrant erdy Nat the mabrW sattt ms for a apecrnnaonst Iran warranty fs in Iku ed ea aaumsandek usAtaoerabflteuseoftheftaWlal.! Moody �Y��riefutrwaemryMmerchamsbNfyaaemroraparHcuWrpurpax.Ar.ordiagty,buyer FmhvvtoadhemtPN72ecanmemdedpr*mdure$O"Ydiee �wtwret»dyastoanyMeadiofwarmttynegtlttensoro9ureLknfhatbebmaedtolhepmehafeRbroftherrokrb1. Qtld[attt[TcetltueTwked!Wesofal 1"rtywith respeNM•txrrnkrWaawuNtArad. learAimn Q050 Rev.5-09/30/2013 MAR-13-2015 10:37AM From: ID:BURGER CONSTRUCTION Pa9e:002 R=94% ~ ' A R G H IT E G T U R A L ArmandLeGardeur ORAN I N G L 15 T FRO JECT N O T E 5 PRO JECT NO T E 5 PRO JECT N O T E 5 PRO JECT NO T E 5 P R O J E G T N O T E 5 A R C H I T E C T A-001 PROPOSED SITE PLAN,NOTES G E N E R A L N O T E S D E M O L I T I O N 110 R K 1. OF ALL CONDITIONS SHALL BE RESPONSIBLE FOR PROTECTION 6. CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN ALL TABLE 8301.5 A-101 BASEMENT PLAN OF ALL CONDITIONS AND MATERIALS WITHIN THE I. SCOPE OF WORK.GENERAL CONSTRUCTION,MECHANICAL I. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF TEMPORARY BARRIER AND GUARDS,AND ALL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS A-102 FIRST FLOOR PLAN PROPOSED CONSTRUCTION AREA.CONTRACTOR SHALL (IN POUNDS PER SQUARE FOOT) AND PLUMBING WORK AS PER PLANS FILED HEREWITH. DEMOLITION AND REMOVAL INDICATED ON THE TEMPORARY' RING,AND BRAS AMCAS REQUIRED BY A-103 SECOND FLOOR PLAN DESIGN AND INSTALL ADEQUATE SHORING AND BRACING DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL DEPARTMENT OF BUILDING,RULES ANREGULATIONS. 7—Y22nJ 5rrn ➢r.3 0010 A-104 ROOF PLAN FOR ALL STRUCTURAL OR REMOVAL TASKS.THE 2. ALL WORK SHALL CONFORM O REQUIREMENTS OF THE WORK SHALL A DONE CAREFULLY AND NEATLY,INA New2,561 Z 7 F 212 T1 070 A-105 REFLECTED CEILING,PLANS CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR Tei 212-SPI 2,i'Fa.'I'SR7.IJib RESIDENTIAL GODS OF NEW YORK STATE,FIRE SYSTEMATIC MANNER. 1. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER a-i A-106 FIRST FLOOR FLOORING PLAN DEPARTMENT REGULATIONS, ADE P COMPANY ANY DAMAGE OR INJURIES CAUSED BY OR WRING THE PROTECTION FOR THE BUILDING AND ITS CONTENTS USE LIVE LOAD " A-101 SECOND FLOOR FLOORING PLAN REQUIREMENTS,AND BEST TRADE PRACTICES. EXECUTION OF THE WORK. 2. ALL EX15TING SURFACES AND EQUIPMENT TO REMAIN WRING THE COURSE OF THE WORK.ALL OPENINGS IN ANY A-201 EXTERIOR ELEVATION-EAST B. CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL SHALL BE FULLY PROTECTED FROM DAMAGE. WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS ATTIG5 WITH LIMITED STORAGE 20 3. BEFORE COMMENCING WORK,CONTRACTOR SHALL FILE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR OF WEATHER OR WATER PENETRATION A-202 EXTERIOR ELEVATION-NORTH5. REQUIRED CERTIFICATES OF INSURANCE WITH THE PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT-0 ITHOUT ATTICS,WITHWT STORAGE 10 A-209 EXTERIOR ELEVATION-WEST TRADES(PLUMBING,ELECTRICAL,ETC). A-204 EXTERIOR ELEVATION-SOUTH DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED ADDITIONAL COST TO THE OWNER. 0. CONTRACTOR SHALL FILE ALL NECESSARY DECKS 40 PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF AGENCIES 9. PLUMBING AND ELEGTRIGAL WORK SHALL BE PERFORMED 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON SITE. BUILDINGS,PAY ALL FEES,OBTAIN ALL PERMITS AND A-301 BUILDING,SECTION A BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL EXTERIOR BALCONIES 60 A-302 BUILDING SECTION B ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED DEBRIS SHALL BE REMOVED BY CONTRACTOR AS THE PROVIDE ANY AND ALL BONDS REQUIRED 0Y GOVERNING 4 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SIGN-OFFSJOB PROCEEDS 517E SHALL BE LEFT BROOM GLEAN AT AGENCIES IN ORDER TO DO THE WORK HEREIN FIRE ESCAPES 40 A-401 EXTERIOR WALL SECTIONS IN THE FIELD PRIOR TO COMMENCING W .WORK,AND SHALL THE COMPLETION OF DEMOLITION. DESCRIBED REPORT ANY DISCREPANCIES BEIYNEEN DRAWINGS AND GUARDRAILS AND HANDRAILS 200 A-402 EXTERIOR DETAILS FIELD CONDITIONS TO ARCHITECT 10.GONTR4GTOR SHALL DO ALL GUTTING,PATCHING, 4. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS 9. ANY DEVIATION FROM DEMOLITION PLANS WILL REQUIRE 4-403 FIREPLACE E CHIMNEY DETAILS REPAIRING AS REQUIRED TO PERFORM ALL OF THE PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY REVISED PLANS E ALL WORK TO STOP 5 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT WORK INDICATED ON THE DRAWIN65,AND ALL OTHER EITHER TEMPORARY SHORING OR NEW STRUCTURAL GUARDRAILS IN-FILL COMPONENTS 50 A-501 WINDOW SCHEDULE E ELEVATIONS NECESSARY FOR PROPER GONSTRUGTION OF ANY PART WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND A-502 DOOR SCHEDULE E ELEVATIONS PASSENGER VEHICLE 6ARA5E5 50 OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INTEGRITY OF THE EXISTING STRUCTURE. A-503 DOOR ELEVATIONS II. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT INDICATED IN THE DRAWINGS. ROOMS OTHER THAN SLEEPING ROOMS 40 A-504 WINDOW DETAILS OF CONGEALMENT AND SHALL BE PROPERLY GAPPED OR 5. REMOVE OR RELOCATE ALL WIRING,PLUMBING,AND A-505 WINDOW DETAILS PLU66ED 6. CONTRACTOR SHALL COORDINATE ALL WORK ARTITI IGAL EQUIPMENT APPENDED LI REMOVAL OF A-506 DOOR DETAILS SLEEPING ROOMS 30 PROCEDURES WITH REQUIREMENT-5 OF LOCAL PARTITION.REMOVED PIPES AND/OR LINES SHALL BE GUT A-501 SCREENED PORCH DETAILS AUTHORITIES. 12. CONTRACTOR,UPON DEPARTMENT O BUILDINGS DI THE WORK SHALL TO A POINT OF CONGEALMENT BEHIND OR BELOW FINISH IONS APPLY FOR DEPARTMENT OF BUILDINGS INSPECTIONS 5URFAGES,AND SHALL BE PROPERLY GAPPED OR STAIRS 40 A-509 INTERIOR DOOR DETAILS AND SIGN-OFFS A5 REQUIRED PLUGGED. A-510 INTERIOR DOOR DETAILS A-511 INTERIOR DOOR DETAILS A-512 INTERIOR DOOR DETAILS A-513 INTERIOR DOOR DETAILS A-514 HVAC GRILLE DETAILS A-601 INTERIOR ELEVATIONS A-602 INTERIOR ELEVATIONS A-b03 INTERIOR ELEVATIONS A-604 INTERIOR ELEVATIONS A-605 INTERIOR ELEVATIONS I WO/F REGINA ABERSMITH b EMILY DEERKOSKI A-606 INTERIOR ELEVATIONS A-601 INTERIOR ELEVATIONS A-600 INTERIOR ELEVATIONS --------------------- PROPERTY LINE A-609 INTERIOR ELEVATIONS -- N A-610 INTERIOR ELEVATIONS A-611 INTERIOR ELEVATIONS NEW DEGIWOUS SHRUB EXISTING DECIDUOUS SHRUB 119.65' A EXISTING 1.0'Df A. SCREENING TO MATCH SCREENING N64'1900 W D MULBERRY TO REMAIN A-101 FINISH SCHEDULE EXISTING 5FAGIN6 pp A-102 INTERIOR TRIM DETAILS ° ° v r 1 A-104 POT RACK DETAILS A-105 5TAIRHALL DETAILS ,� _ _ A-106 STAIRHALL DETAILS / J 1 - A-lOT MILLWORK DETAILS i '�` — "------ --"-- --- T I A-100 MILLWORK DETAILS ��//� —__—_--__—__—___ _—__ / W A-109 MILLWORK DETAILS / __ -- EXISTING TREE NEW SEPtIG TANK.GAP5 TO NEW LEACHING k'OOLS(9) EXISTING DECIDUOUS T A-TO MILLWORK DETAILS ,/ / r TO REMOVED BE CONCEALED WITH NRF AND EXPANSION POOL TO SHRUB 5GREENIN6 A-111 MILLWORK DETAILS O i / / / --•- y/ii / /J / // '%"// z A--1 FLOORING DETAILS ' A-119 UTILITY ROOM III SINK DETAILS ` �� /// �/ / ' / '' BE INSTALLED 8' APART //v 0 / / �/, / �/ / \ / EXISTING GHAINLINK E-001 517E ELECTRICAL PLAN j / / / / /' ( ^' E-101 BASEMENT FLOOR ELECTRICAL PLAN 171Q/"/ / , '% �/ ''/� / /S /� /, /�� /� _ /i /,//'�i//' FENCE i E-102 FIRST FLOOR ELECTRICAL PLAN / // // ' / — / / / E-103 SECOND FLOOR ELECTRICAL PLAN /' / ' � %�/� L_—_ _ ir-J ,/��// F-101 FIRST FLOOR FURNITURE PLAN O /' 1 1 z�/� F-102 SECOND FLOOR FURNITURE PLAN Z ` , // / /i// /� `\ 11 �/ /� REAR YARD // Z O N I N G A N A L Y 5 15 /�', / / / , / / / / , --- __-- - �� % ///��// �'�/,!/ .r 1 _____ __ CD 1'HIGH DEER FENCE0 1 ED ,, i / /i�/// TO BE REPLACED H i O r� NEW PERENNIAL ` \ i - - '✓' I BEDS Jl ' letFLOOR AREA ` ________________________--____-____-________________-________.t__. =2,116 50 FT --.--- - - - - -- - - --- -- _-.-.--- ---- EXIST 1.6' ------------------------------------------------------------------,--- w WILD CHERRY T MAIN ° z� x 34'VEGETABLE l • �� / � �� , .^ I � GARDEN.CENTERED / ON ROOF RIDGE Q /�� /�� / ' i / ^ NEW AG CONDENSING NEW TIVE �� MAPLETREE �// /��/�� UNITS AND GENERATOR ' _ i / � NEW PERENNIAL �I � BEDS FATED ON SITE { /ZSTING SHRUB S � 2nd FLOOR AREA _—_ i r CREENING i =1090 50.Fr //G/ // /!// 1 g O1non5 PRICING 15GUE 02 NEH WELL /18/16 PEFiM1T ISSUE 06/26/16 GONSTIM TION / --_"—_------- � 10/14/16 REVISION I /' - -"----"--- R' 2S/IOA7 REVISION 9 t GRAVEL PAVING GEN ` PROPERTY TAX M 1000-241-2 / / O NEW PERENNIAL BEDS I� , -40 EXISTING UTILITY LINES ZONING OLA55-8 LOT AREA-SA50 50.FT CO 56 ACRE) / / EXISTING,POWER ABOVE TO BE BURIED / �/� "��///� MAX.PERMITTED LOT LINES ABOVE EXISTING RETAINING WALL / / @ __ NEW PERENNIAL BEDS - / / //�� //�� COVERAGE(20%)=9,166 SQ FT %/ ExIsrIN6 ' //" / / / / /�1 ------ ------------ FLOOR AREAS: UTILITY POLE y ........ / / • (3)EXISTING.9'DIA. EXISTING TRELLIS FIRST FLOOR AREA 2,116 5Q.FT f , SECOND FLOOR AREA =1098 SQ.FT. meq=Iq'00^E 112.49' EXISTING 12'x20'GARAGE TO BE GRAB APPLES TO REMAIN AND 0'x12'SHED TOTAL FLOOR AREA -3,214 50.FT RELOCATED AND RENOVATED EXISTING STOCKADE FENCE TO REMAIN I PROPOSED LOT AREA COVERAGE: EXISTING HEDGE WO/F IRENE TREBER REVOCABLE LIVING TRUST DRAWING LIST, BUILDING FooTPRwr AREA =2,641 50.FT 4 PETER 5 TREIBER REVOCABLE LIVING TRUST GARAGE/SHEy AREA = 354 sQ.Fr. NOTE.5TE PLAN DEVELOPED FROM NOTES,SITE PLAN TOTAL =3,001 50.FT INFORMATION PROVIDED ON SURVEY PREPARED ON O6-I8-14 BY PEGONIG re PROPOSED SURFACE COVERAGE•3,001 50.FTJ IDA% 5URVEYOR5,PG PROPOSED AND PERMITTED U5E5:REMOVAL OF EXISTING A-001 HOUSE AND HEW CONSTRUCTION OF 1-1/2 STORY SINGLE-FAMILY DWELLING. 1 PROPOSED SITE PLAN 1�b" a 1,-0„ G O N 5 T R U G T I O N NOTES ArmanHLeGardeur I. SEE SHEET A.001 FOR PROJECT REOUIREMENT5, GENERAL NOTES AND BUILDING DEPARTMENT INFORMATION. 2 SEE SHEETS 51 00-54 OI FOR PROJECT 5TRUCTLRAL WORK. 7 W.-x 22nd Strce1,3rd H,•— New Yank,New Yolk 10010 5. UNLE55 NOTED OTHERNI5E,ALL DIMENSIONS ARE T.12125FI 2R77 Fa._1:5R1197e 5HONN TO FACE OR CENTERLINE OF FRAMING. I I I I - I ------------- ---------- 10 _______-1F 4 1'1 I 10'-I I'- 6'_9�• 6'-0' 3'-0�• 3'-9"�' 4'-D�' ]'�6• 3'-O b_O• �O'_�g• I I 1 r _ r -- _ -1 1f i i 1 - - I I rf 1 1 I I I I I I I it I I 4 1 1 I I 1 1 I i TOP OF FON HAL ELEV I5,_6. r I 1 1 I oo3lcRAk4L5pAcrl TOP OF HALL I i I ELEV 16'-0 I I TOP OF r arm I EL.12'-0SLAB" v 11 1 i 111: V J Q Ix _ 1 1—_—_—_—_—_—_—_ 1 TELA �i ---------------- 15' --- --T—_- ----- -_�--- -- O 6. TOP F FOUNDATION YAALLI TOP OF EM.L PISS I 1 w ELEV Ib'-10' �NCRETE ELEV IS'-b' 1 1 I °x+ TOP F INT LEDbE i SLAB i TOP OF FOUNDATION HALL 1 1 °�? W z 1 ELEV Ib'-0' I ELEV Ib'-10" ' I p� pG TOP OF IN7.LEDGE _ 1 F-7113, r D- 99'-sj ELEV lb--Oj-- I c - 1 O u 1 r __ _____ ____________^___ __-----------------_________________ 1 TOP OF FON HALL O ELEV 15'-b' i001 BASEMENT 2 MECH I 1 j 1 TOP OF IAGE FTc, 1 TOP OF BASEMENT FTG TOP OF ew � I ELEV 12'-0I I � 1 ELEV T'-6" -------------------- ------- 0 I I ' I 5"CONCRETE _ 1 1 SLAB H/6Xb-71 I I 1 NELDED WIRE I I I 1 � I .• ' ; a'M � p 4 c I•-0• i o }'v '" D'-u• r-s�• e'-I D}• - la'-0�• I II-3• I I I J 07/10/15 PRICING 156UE = L E 5 E N D 02n8/I6 PERMIT ISSUE o612en6 CONSTRUCTION T c 1 m 10/14/16 REVISION I NEN COMBO CO I SMOKE DETECTOR 40 (HARD-HIRED) OSAOAIREVISION B ISL 1 10'-I O 14D F'-5' 2-5�' S'-O"' b,-0. DEID• 9'-II' D. D. m D I � _________ ___ ____n im � TOP OF FOUNDATION HALL/LEDGE s IS'-b' 1 1 TOP OF FOUNDATION HALL/LED6E•Ib'-01' _______ I I L ______________J ,O TOP OF FOUNDATION HALL/LEDbE•Ib'-10)" ® CONCRETE SLAB ABOVE bb'-2�• BASEMENT PLAN A-101 I BASEMENT PLAN 1/4" = 1'-0" G O NSTRUCTION NOTES Arn a ndLeGardeur A R C H 1 T F C T I. SEE SHEET A.001 FOR PROJECT REOUIREMENT5, GENERAL NOTES AND BUILDIN&DEPARTMENT INFORMATION. 3. SEE SHEETS 51.00-54.01 FOR PROJECT STRUGIVRAL WORK ew 7 W.sr 22.,J Sm irJ Fl. N-Ynrk,Ns}r .,r ,,rk 10010 3. UWE55 NOTED OTHERWI5E,ALL DIMENSIONS ARE Tel 212-5612,,47",Fa,.1561.19",6 11NN TO FACE OR CENTERLINE OF FRAMI"AND REFLECT THE FOLLOWING: A. EXTERIOR WALL FRAMING:51"WOOD 5TV05 B. INTERIOR WALL FRAMING:31"WOOD 5TU05 G. EXTERIOR WALL FIN15H }•PLYWOOD SHEATHING PLUS Ii'WOOD 5 HIN6 L=5 D INTERIOR WALL FINISH.j'GYPSUM WALL BOARD 64'-II}• rT' S'-I�' 4'-T�• rC 4'-T}• 5'-I�' �C 4'i#• Ip•_1O3• -1, D ] i4 I r I I 3.0 I I II'-10� f i YIIO Y 2._5J 71. 1 . 2_ ]x-5. 21- 6 99 99 ED 9 . --- m � I1 J- ------- ------- ___ ___ �1 � 4 � J -04 s�2k _I � I ')-___ (LTMP)ER m 4 4 1 1ry __________ __________ 1 ____________________ 1 ________ enO IVo. I'•'_pd• V .i l gJ� 9_IO�' 5' 4'_S�• p_S�• 5_9�• 9'_ ID'-04' 10} I• IIB MASTER BEDROOM 17 AS R I rf I I 41, Q i 119A RIDGE 114 LIVING ROOM 113 SCREENED PORCH r U � I I ODTOI I �T I I I 7 0 11 II L 119 MASTE 115 GL ET 1 /- I 9'-10 D'-9�" 4 1'p. 1'H• 1'_9• I._ b'-.'D' 9'-I 9'„] I I T 7' 3J�• 4'I#' 4'T I I Im yr 10-1 5 5 ____--------------I A _ - r I 4 _ TERRACE (y� W I m I PORCH 101 FOYER 1 1 Y I 109 ENTRY HALL IDP j 117 KI GHEN Cr_ .-.�. .y.-.-.-.-.-.-._._--. _ .� --.-.—.--._. W z - -. _ I ----------- pl ~ 0 FIN.TERR. �C r I FIN IST FLR 1 ELEV-0GE O z +ilu 111 ELEV Il'-0" 3•-1 Y I ELEV IT'-3" OP�E0Nv0_ 1 Oi0 ® ___ __ W m /E/ A I pip ® ( t �� c4 C 103 o H o - 1 1 --------------------------- O ALL t 00 'HALL _ -T- , I Y 10 BATH - 4117" 5'-6DIJ �I 99--T 5} • I 4. 1 109 DINING ROOM P� TRY lo'-0' .....D..G 13'-D�' rC 9}• IT'-I�' '.� '-il#• 5} 4'4' �] I 4'-3$' - IFUD � a-�_----- .-.-.---- .-.----- .--- .------ - �l PIHISIEO fir- - 111 UTILITY i 4. q I - HB I oD snroY 1 I 0.1/10/I5 PRICING ISSUE • L E G E N D 02AW16 PERMIT ISSUE -------� y m 1___ E __ ___F_ E _ 9 _ ____ ___ _ _______ _______ _ --- 4/IDD REVISION ION I0A �1/� �g LEAVER sy ----- �l _ 7._1 �._7#. �_�6. 7._1 Q _ ______ (TYPJ 0 NEW MILLYIORK 09/05/11 REVISION 2 o6/02/1'1 A51-61 NEri COMBO 00!SMOKE DETECTOR 51 (HARD-WIRED) I 1 I I i I LEADER L_ _----------- ___ ______ ___ (TYP.) FIRST FLOOR PLAN A-102 I FIRST FLOOR PLAN 1/4" = 1'-0" G ON S TR UC, T ION NOTES ArmandLaGardeur AR C H I T E C T I. SEE SHEET A.001 FOR PROJECT REGUIREMENTS, GENERAL NOTES AND BUILDIN6 DEPARTMENT INFORMATION. A 2.SEE SHEETS 51.00-54.01 FOR PROJECT STRUCTURAL VqRK_ 7 Wrsr 22nJ Jnr inl Fl, 'New York,New Y .�r ork 10010 3.UNLESS NOTED OTHERWI5E,ALL DIMENSIONS ARE Td 212581 2,911 ha-'1'581-197 SHOWN TO FACE OR CENTERLINE OF FRAMING AND REFLECT THE FOLLONIN6, A. EXTERIOR WALL FRAMING:5i'MOOD STUDS B. INTERIOR WALL FRAMING:5j'WOOD 5TUD. G. EXTERIOR WALL FINISH j'PLYWOOD SHEATHIN6 PLUS I}"WOOD 5HIN5LE5 D INTERIOR WALL FINISH a"GYPSUM WALL BOARD I ccll O I Ir i I I ------------- L I— I I I I I I EE 66 I I 7 I ym 209 LIBRARY r T l 51. 15' I'-l�' I'-5 12'-0�' I'-5}' T•-'4 5} I _—________------------------— ___ ____________ CIM (T 0 20161.) ROOM ° ur j r^w, �• �n I W r cm 5'--I V.�95. w 5}• 51. .1 6•-6 I 10-log' 5 CL �JJL M .—. —.— - N A3A z IN 2ND FLR z I 1 ELEV 2—-9 = O rw-� Cr • f � r F� 204 6UE T ROOM O ]' •� o DN 210 ATTIC 205 HALL 6,_ b,I 18 52 I m � ---- — u-' a - - - - . 201570 bE - All, 2065 A I I 1 M . I _________________ _________________ T-11 L E G E N D 02ABI16 �r I� 06/26/16 GON57RUGTION I I 1$,�#• LINE OF WALL 10/14/16 REVISION I I I BELOW (C O NEW MILLYIORK 05/10/1'1 REVISION 5 I • NEW COMBO CO t SMOKE DETECTOR I (HARD-WIRED) I I O SECOND FLOOR PLAN A-103 I SECOND FLOOR PLAN /4" = I'-O" G O N5 TR Jr- TIO N NOTE S ArmandLeGardeur A R C HI T E C T I. SEE SHEET A.001 FOR PROJECT REOUIREMENT5, 6ENERAL NOTE5 AND BUILDING DEPARTMENT INFORMATION. • 2.SEE SHEETS 51.00-54.01 FOR PROJECT STRUCTURAL y4pRK 7 Wrsr 22nJ Srrr ira Fl,,,, N—Y,,rk,New}r„rk 10010 3.UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE Tel 212 iEi'gi i F.2I'SN7 197b OHN TO FACE OR CENTERLINE OF FRAMIN5 AND REFLECT THE FOLLOWING. A. EXTERIOR WALL FRAMING:5�'WOOD 5TUD5 bT B. INTERIOR WALL FRAMING,51'WOOD STUDS �J C. EXTERIOR WALL FINISH }'PLYWOOD SHEATHING PLU5 I�'WOOD 5HIN6LE5 rt CE D INTER OR WALL FIN15H. GYPSUM WALL BOARD to I I I _ 1 I im Y COPPER GUTTERS I i4 1.4 T,-J. I I CEDAR SMIN6LEJ ROOF I - u —________—_____—_________________ Lu r —__________--__—___ w m � o — ----------- ----- ---- -- --- -- ------------ - - - n LU w ------------------------- ----------- o ------------ — —� z -- -- --- --- - - -- - - - -- O H oz w Al cl � M R CEDAR SHINGLE C ROOF " i I 4 I I I I I I LINE OF WALL "•(" BELOW ' I ' I I I I I CAPPER GUTTERS j j� �p O.1/10/IS PRICING ISSUE -_ 02/16/16 PERMIT 15511E 06/26/16 0OWDTRUGTION I 10/14/16 REVISION 1 I[Ar10 14 v,Ij- 9owceAll Y 05/10/17 R 151011 5 I I I 1 I I I I I do p I.4. I CL CC 49'_TI. ]] ROOF PLAN A-104 I ROOF PLAN 1/4" = I'-0" L E G E N D G O N 5 T R UC, TIO N NO T E 5 ArmandLeGardeur A R C H I T F C T SuRFACE MOUNTED GEILIN6 LIGHT FIXTURE PENDANT MOUNTED GEILIN6 LI5HT FIXTURE GEILIN6 FAN 7 W—22nd Srn er.3rd Flury New York.New York 10010 ❑ RECE55EP DOWN LIGHT Te12125812372 Fnn.:1_.581197 - NEW COMBO CO!5MOKE DETECTOR (HARD-WIRED) 9 SIM -a0 a SIM -a0 Ilg MASTER BEDROOMy�rg - 3 51M cr_— x � CC 114 LIVING ROOM w �� I� 209 LIBRARY � r l 119 M.BATH Ea 4 $ O IS v�j 11A] Cr— Ir Eo Eo Eo Eo ° $ $ (h�11 RETURN AIR RETURN AIR w IIb HALL m LOUVER LOUVER < a Cr $ IIS CLOSET 201 GUEST ROOM I,_D• 2pg MALL I5� �/1 � � RETURN A R �' Z 101 FOYER $ LOUVER DC-16 ENTRY M 4 Ir 210 ATTI r� O (FUIUREJ D -4O DIP I �+ W 3 A-a01 _ DG-2- ---5, -4O 209 eL z Eo Eo m $ RETURN R l0'-2j• T'-2j• % U) $ RETURNAIR� LOWER cr Y� O O W LOUVER —__� $ Cr Eo Eo ~ll� CD F� C 102 GL DG-1 $ 204 GUE5T ROOM I IS \ M EO EO 10 H L rC y._I�• �C Ct � K hal IOT BATH $ -9 ° $ O w F� —�C T LOUVERAIR I - 205 HALL $ $ 20'1 STORAGE $ w �C Ea Eo $ 5 � E. $ ' -IS 206ATH D (F7n)Rr) -so _ �o 09 DINING ROOM 10 IIS �4 $Eo• ea $ 4'112'o IOB STUDY a � 06/28/16 GON5TRUGTION 0142811.1 A51-26 05/02/17 ASI-54 T a 09/09/17 REIA51ON 2 03/09/1•f A51-40 09/10/17 REVISION 9 D 9IM -40 RCP PIANS a A-10 I FIR5T FLOOR REFLECTED GEILIN6 PLAN 1/4" = 1'-0" 2 SECOND FLOOR REFLECTED 0EILIN6 PLAN 1/4" = 1'-O" ArmandLeGardeur A R C H I T E C T 7 W-1 22nd Srr. 3rd 171 N---,k,N—Y-k 10010 Id 2111111177 1,,'1'111 117, 1 I I THIN 14 I I I I I I — 4 _ I 11 I II I II W I II I 1! w- B 5 ONE EGK ENED PO H U I I I I I 11 Qz' STONE HEARTH -- -- ---- -- - --_-- 19A SH0 ---- Q O o � ww 7- - 0 � w EGK N O w w w 0 d III TILII Ic- 4111 02n6116 PERMIT155UE lOn4n6 REVISION I IIn9n6 A5I-19 y, OS/o9nI REVISION 2 oSn0A1 REVISION 9 FIRST FLOOR A) FLOORING PLAN a A-10 I FIRST FLOOR-FLOORIN6 PLAN 1/4" = I'-0" ArmandLeGardeur A R C Hl T E C T 7 W-,22,.1 Srm 3r3 B. N— ,,,k,New)-k 10010 T,12125512577 Fa>21_SB71J;h U w w V-1 � 7- z z w I rrtwl01 M O w .o OIA0115 PRICIN6159UE 02AD116 PERMIT 15511E 10/14/16 REVISION I 05/10/17 REVISION S SECOND FLOOR FLOORING PLAN a A-107 I SECOND FLOOR-FLOORING PLAN ArmandLeGardeur A R C H I T I: C T 7 W—22nd Srrc,,ird Fl,.,,, N—Y-k,N—Y-1,10010 T,I 2111112Jii 1,,21'111 1'-, TOP OF ONIMNET Y TOP OF RIDE[FRAMING ELEV 46'-,' Mi O BOTTOM OP EAVE SOFFIT U Q 7- SOFFIT SOFFIT ELEV.25'-II' W zo � z FINISHED TERRACE I I � r'�' o = CLEV ' TOP OF LRAYI SPADE FOOTNG w _ a TOP OF BASEMENT FOOTING ELEV.T'E' 0'1/10/15 PRIOIN6159Z 02/16/16 PERMIT 15518 06/25/16 G0145TRUCTION 10/14/16 REV15ION I 2/29/11 ASI-99 05/10/17 REVISION 5 EXTERIOR ELEVATIONS r A-201 I EAST ELEVATION 1/4" = I'-0" AnnandLeG:vdeur A R C HI T E C T 7Wr>r 2„3 ird Fly„ New York,New Y-k 10010 Td 212-1112177,1,21'511 I'T TOP OF GIIMNEY ELEV 51'-97,• v TOP OF wase FRAMING aEv n-�• circ O BOTTOM OF EAVE SOFFIT ELEV.55'-1 U Q BOTTOM OF EAVE 50FFIT el.ev.25'-II" r 7 1 2 O ® O � \ ® I w w I E EO Lil O C W FI14I51 17 TERRACE ® M C ELEV IT'-0' q r -7 I I I ,'- I �I O F ----1 1 1 1 1 1 w TOP OF ORAYI SPAOE FOOTING ,L,_L ——— L_�l_-_1� I I I I I 11 ----_.--_I_ - _-� 1 1 1 I I I I I I L{ TOP OF OASEMENT FOOTING II 0'10/15 PRILIN6155UE 03/15/16 PERMIT 195_ 06/35/16 CONSTRUCTION 10/14/16 REVISION 1 11/19/16 ASI-19 03/3549 ASI-99 4AOA-1 REVISION 5 EXTERIOR ELEVATIONS a A-202 NORTH ELEVATION I/4" I'-0" ArmandLeGardeur A R C H I T E C T 7 Wrsr 22nd 3,.1 Floor Naw York.New York 10010 7,11115112177 F,"212111 TO,OF ONIMNET BEV 51'-9�' ror oP wvee FRAMING aev.4a-r eiM O E BOTTOM 14F——IT U Z z � BOTTOM OF EAVE SOFFIT ABV.B'-II r T 1 Q Cli Ti � ® ® ® T z0 o ww O 4. ow O FINI3IED TPFRAOB � � � Q - sEv n'-0• I rT ror OF CRArl 9PALE Foonru ----—————— ————— ——————IL SGV.13'-0' ZLL L-�f J A, rOF of�r roonNs �L --- ------ s 09/10/15 PRICIN61551R 02/16/16 PEWIT 155M 06/26/16 CONSTRICTION 10/14/16 REV15ION 1 11/19/16 ASI-15 02/23/17 ASI-55 05AOm REVISION 5 EXTERIOR ELEVATIONS s A-203 I AE5T ELEVATION 1/4" = 1'-0" Armand LeGardeur A R C H I T E C T 7 W-22nd Snrrr,3rd A—, Ncw Ynrk,N—)-k 10010 W212581-2877 F-35811976 TOP OF U1IMNEY ELEV.51'-9j' OF DOOR AT LIVING ROOM TOP OF RIDGE FRAMING ELEV 46'-T• LVP O BOTTOM OF EAVE SOFFIT ELEV.99'-T FTU FM U Q g BOTTOM OF EAVE soFFlr (J� (n �. eLEv�s•-II E O 7— Lu W 4, JIL z O O O O oW II w e TOP OF DRAW_SPADE FOOTING TOP OF 5ASEMENT FOOTING BLEV T - 01/10/15 PRIGIN6155UC 02/16/16 PERMIT 15%E 06/26/16 GOSTRXTION 10/14/16 REV151ON I 11/19/16 ASI-19 02/25/17 ASI-99 05nom REVISION 5 EXTERIOR ELEVATIONS A-204 I SOUTH ELEVATION 1/4" = 1'-0" ArmandLeGardeur A R C; H i T E C T 7 W,,,,22.d Srr 3rd FI N—Y k,N-Y..rk 10010 T,1111111.3i7 1u:1_ill I'-, TOP OF CHIMNEY ei E TOP OF RIpGE FRAMING ELEV 46'-T' O BOTTOM OF EAVE SOFFIT =� w „ U 0 0 �J z U PINISNED]ND FLOOR ® ® ~) •--� ELEV 3T'jl' � n q BOTTOM OF'EA SOFFIT r T 1 LJ O i � CL W Hz m 114 LIVING ROO 109 01NIN6 ROO O O z ® as ®®® ~ � c) FINISHED IST FLOOR M ELEV IT-9' //��11 PINIGHED GRADE O ELEV Ib'-0' Q 002 GRAYILSPAGE ---------- - _____---------i� 001 BASEMENT TOP OF GRAIL SPADE ELEV.12'-0' •i• . _____________L 'j Y TOP OF BASEMENT FOOTING .. - . .. . ,T ' ELEV TW . O-UIO/15 PRIGINb IafJ1E 02A&Ab PERMIT 159M 06/26/16 C.014STRIZTI04 10~6 REVISION I 03n0m REVISION 9 BUILDING SECTION A a A-30 I BUILDING SECTION A I/4'. ATmandLeGarcleur A R C H I T F C T 7 W—22,d St,—,3,dFh— N—York,N—Ynrk 10010 T'1212 5s]377 581 N76 roP oP wove FRAMING BtV 46'-T 201 BEDROOM OBJ HALL 210 ATTIC Q 7- C4 W-� !AVE SOFFIT mr, III 7- 2 C4 14q FINISHED TERRACE �A-1 FINISHPD GRADE w------------- -4 ------ -------- I 005l DRAWL SFA�crz y TOP OP SLAC TOP OF DRAW_SPADE FOOTIN9 eLEV I]'9' I -------- ------------ -- -------- -------17-- -- --- ----- -- ------------- ---------------- -------------- ----------------------- L -------- 0-T,10/15 MOINS 1;9F 02ABI16 PERMIT 95m 0612DA6 PERMIT 10/14/16 REVISION I pshpQ,3Z- 05AOA-7 REVISION 5 I BUILDING SECTION B A-302 11) BUILDING SECTION 5 1/4" = I.-oll b°CLOSED DELL 12 4'CLOSED DELL Arml nc eGardeur URETHANE INSULATION I s URETHANE INSULATION 6'CLOSED CELL A R C H I T E C T AT ROOF('fYP) () (AT�)EXTERIOR WALLS URETHANE IN ULATION AT ROOF(TYPJ (,> ?Z, GONTINJOUS RED CEDAR 10.5 Z Rv, LAYER OF 5HIN6LE5 AT ROOF; yN�, 'SLICKER HP' GONTINIOU"ICE AND EXPOSURE b•(T'P) BEHIND WALL •YWOOD SU LOO WATER SHIELD ON (2)LAYERS Ix2 NAILING FL RIN6 ON�" SHINGLES 6'CLOSED CELL URETHANE 3"PLYWOOD ROOF DECK STRIPS BELOW ROOF PL D SUBFLOOR CrIUNAGTION AT PORCH ) FIND 2ND FLR FIND 2ND FLR rtVY 7 VVr.r ZZn,Vin. �r ..,r 5HINGLE5(TYP) mM rtvY FIND 2ND FLR V cw Ynrk,hew 1 ork 10010 T.d 2125EI 2Eii F,u 21:5811976 ELEV 2T'-9' C.ONTINUOV5 ICE AND ELEV 2l'-91j" ELEV 27'-9' WATER SHIELD ON Q'PLYWOOD ROOF DECK )) 3 RED CEDAR SHINGLES AT INSECT SCREEN AT >,� ) ) ROOF; LAYERS I-XPONJRx2 NAILING RED CEDAR _ CONTINJOU�VENT OPENING -1/B TJIs ib' SHINGLES – STRISHIBEI-OA (TYP) Q COPPER GUTTER5 = tilt' II-'I/B'TJIs®Ib'OG c AND LEADERS(TYP) q INSECT SCREEN AT CONTINUOUS VENT OPENING _ "SLICKER HP"BEHIND SHINGLES AT WALL SHINGLES AT WALLS YAT �p 50VNP BATT I CATION < INSECT SCREEN �y SQ1ND BATT a AT CEILING(TYP ,AT—, Y INSULATIONN BO EAVE CONTINUOUS VENT OPEN AT GEILIN6(TYPJ syp B.O.SAVE sYP B.O.EAVE silt SOFFIT SOFFIT SOUND BATT InLATION ELEV 26'-0" - �• BOARD ' ELEV 26'-O" �"GYPSUM BOA/R�DPELEV 26'-O" AT GEILIN6(TYP) 2 GEILIN6 FINISH GEILIN6 FINISH(TYP) (TYPI gg .'GYPSUM BOARD 1 99 IA' I,_S. 8 "4' PAINTED WOOD I4'-6g' GEILIN6 FINISH(TYP) I�' I'-5' 8 PINTINERIORYM INTERIOR TRIM(TYP) PJ) PAI IRED TTRMD(TYP)INT B 4"CLOSED CELL URETHANE INSULATION PAINTED VERSATEX EAVE PAINTED VERSA TEX EAVE AT EXTERIOR WALL5 FA5GIA,BEAD BOARD FASCIA,BEAD BOARD LGG FLASHING GAP AT ALL (TMP) LCC FLASHING GAP AT SOFFIT AND WALL SOFFIT AND WALL DOOR AND WINDOW ALL CORNICE(TYP) CORNICE(TYP) '�TRIM DOOR AND TRIM I 4"CLOSED CELL URETHANE INSI/LTIpI AT EXTERIOR A('M I I RED CEDAR SHINSLE5 I U AT EXTERIOR WALL PLYOOD I �XTERWIOR WALL I Z 5HEATHIN6(rYF) I CANTINUOVS LAYER OF 'SUCKER HP'BEHIND 4"CLOSED GELL I z WALL SHINGLES URETHANE INSULATION AT EXTERIOR ;AA k6LLS(TMP) 4ry of,' PWALL z I FG W � z 1 � w I h 1 C4 I 1 I H—i I OI w w I I I Lr_G FLASHING BELOW I EXTERIOR WALL PLATES I WITH 6'MIN.VERTICAL LE& I DUROG TO OVERLAP WATERPROOFING AT �•OUROCK I FL OW FOUNDATION WALL I T'ERIO L ATE5 OSHO FLOORING ON Q" LGG FLASHING BELOW I ITH b" AL LEIS EXTERIOR DOOR SILL OVE PLYWOOD SUBFLOOR LES b" MIN.VERTICAL II ATERPRXI T 2"BLUESTONE PAVERS(TYP) ION WALL ON 2"MUD 5ETTIN&BED p I�LYWOOD SUBFLOORN PLYWOOD 5UBFRI RN " O'VIO/15 PRICIN&155M 02AD116 PERMIT ISSUE FIN'D IST FLOOR dYY FIND 15T FLR sYY FIND IST FLR 6 /28/16 CONSTRUCTION ELEV 1'I'-SUj' 10/14/16 REVISION 1 FIND TERRACE FIN'D TERRACE TO.FM WALL ELEV IT-0' _ _ _' OSnon7 REVISION 9 ELEV le-101" OUROCK -/0' J.s• '' B" JI ®6" G tt a M I im- =1 x=11�1 1=I b'EXTERIOR - da c o = p o n STONE VENEER d Q � O_ d 'D ° gg R55 BATT a R35 BATT ' R58 BATT ELEV&RADE 8' c INSULATION AT e 4 v INSULATION AT INSULATION AT FLOOR DECK ECK c d e 4e FLOOR DECK v FLOOR DNP) 6" LVL BLOCKING a e 4v.. 6• LVL BLOGKIN6 4 b" 4' LVL BLOCKING T. g BETWEEN JOISTS BETY✓£EN JOISTS STONE LEDGE BETY✓EEN JOISTS ELEV 15 a GROUT UNDER GROUT UNDER ELEV IS'-6" &ROUT UNDER NTINUCW$BITUTHA 51LL PLATES d e e 94 SILL PLATES CONTINUOUS BINTHANE 51LL PLATES WA RI IE)ITB 4 }'0 ANCHOR -0" e 4 �'0 ANCHOR WATERPROOFING TO EXTEND p 1._2. 1j'0 ANCHOR EXTERIOR WALL FULL-HEIGHT OF FOLNDATIION e a BOLTS,I'-4"LONG c e v BOLTS,I'-4"LONG FULL-HEIGHT OF FOUNDATION IP BOLTS,I'-4"LONG WALL FROM TOP OF 5UBFLOORING d AT 16'O.G. d AT 16.O.G. WALL FROM TOP OF 5U5FLOORIN6 AT 16"O.C. SECTIONS TO BOTTOM OF FOOTING 2" I-2' 4'CLOSED CELL 2'-3 a 4'CLOSED CELL TO BOTTOM OF FOOTING 4'CLOSED CELL URETHANE 2'-10' 10" I�_2�� URETHANE URETHANE INSULATION AI IN5ULATION AT INSULATION AT c RIOR WALLa EXTERIOR WALL5 EXTERIOR WALLS Z EX) a 4 �) e /� /4 O I TYPICAL WALL SECTION I-I/2" = I'-O" r7:2 WALL SECTION AT FRONT PORCH 1-1/2" = 1'-O" 5 WALL SECTION AT REAR DECK j(,(�1 ArmandLeGardeur CONTINUOUS ICE AND WATER OPENING BELOW A R C H I T E C T SHINGLE R106E GAP • SHIELD ON • PLYWOOD ROOF 4•CLOSED-0ELL 12 IN5TALL LAYER OF " DECK URETHANEAT EXTERIOR WALLS 10.5D "CEDAR BREATHER" BELOW SHINGLE (2)LAYERS 1X2 CONTINUOUS LAYER OF 1 Wrsr 22nd Surer,W FlL1111 GE FRAMING SADDLE GAP Y NAILING STRIPS SLICKER HP" NJ w York BEHIND ,Nr )nk 10010 TO RIDROOF RIDGE BELOW ROOF " ELEV 46'-Of SHINGLES WALL SHINGLES Tr12125FI 2K7kar:l_iEI IVib W GL05EDLELL W CLOSED--ELL URETHANE URETHANE INSULATION 9 INSULATION AT AT ROOF �. • ROOF INSECT SCREEN AT 2X10 RAFTERS GCONTIWOU5 VENT OPENING INSECT 5REEN AT 016,01- uYm CONTINUOUS VENT S SHi OPENING SH1 CONTINOOUS - aY.l ICE AND B.O.SOFFIT B.O.SOFFIT WATER SHIELD ELEV 95'-l�" ELEV 55'-'7"1" (2)L ON D STRIPS LOW ROOF DECK ' SHINGLES P) PAINTED r y95 CONTINUOUS IG AND VERSATEX 3;• 9' `�• 3" 3 • WATER SHIELD -ORNICE TRIM - °PLYWOOD ROOF GK (TYP) 6" Oft CONTINUOUS LAYER OF B" CONTINUOUS LAYER OF 6" GLO5ED-GEL_URETHA CONTINUOUS LAYER OF "SLACKER HP"BEHIND "SLICKER HP"BEHIND INSULATION SLICKER HP'BEHIND WALL SHINGLES WALL SHINGLES WALL SHINGLES 4'CLOSED-DELL 4"CLOSED--ELL URETHANE INSULATION URETHANE INSULATION AT EXTERIOR WALL5 AT EXTERIOR WALLS I ROOF RIDGE DETAIL I-I/2" = I'-O" 2 ROOF RAKE DETAIL 1-1/2" = 1'-O" 5 5EGT®2ND FL DORMER EAVE(I BD) 1-1/2" = I'-O" 4 5EGT 0 2ND FL DORMER FACE(I BD) 1-1/2" = 1'-0" 5 NOT U5ED 6"CL05ED-DELL 6"C1_05ED-CELL 4"CLOSED-DELL URETHANE IN5ULATION URETHANE INSULATION URETHANE INSULATION AT ROOF AT ROOF AT EXTERIOR WALLS CONTINUOUS ICE AND CONTINUOUS ICE OONTINIOUS ICE f T WATER SHIELD ON AND WATER AND WATER U PLYWOOD ROOF DECK - SHIELD ON SHIELD ON W ' PLYWOOD ROOF PLY0012 ROOF 4"-LO5ED-CFL_ DECK GONTIMJOUS LAYER OF DECK CONTIN1011•LAYER URETHANE INSULATIONAT "SLICKER HP"BEHIND OF'SLICKER HP' EXTERIOR WALLS WALL SHINGLES BEHIND WALL (2)LAYERS 1X2 (2)LAYERS 1X7 SFIINGLES (2)LAYERS 1X2 NAILING 5TR1P5 NAILING STRIPS W t` NAILING STRIPS BELOW ROOF BELOW ROOF Z SHINGLES SHINGLES BELOW ROOFR Q' 5HIN15LE5 4' b'CLOSED-DELL • URETHANE INSULATION Q AT ROOF rLyT�` QQW INSECT SCREEN AT INSECT SCREEN AT ^ � O INSECT INSECT - CONTINUOUS VENT OPENING CONTINIOUS VENT SCREEN AT SCREEN AT OPENING COPPER GUTTERS _ CONTI VENTUOLG GONTINKNr INSECT AVENT ND LEADERS(TYP) :4 w v OPEN�T _ OPENING m SCREEN AT Z SLICKER HP' B.O.SOFFIT VENT OPE B.O.SOFFIT B.O.SOFFIT -xv AT WALL A IWGKALR HP" ELEV 26'-0" ELEV 26'-0" �ry HP"AT 7— I- FLASHING I g 99 9 'SLICKER 1.1.• ' I'-5" Sa FLASHING I j" -I 8 B I I„ 3 � V1A,•LL 1 ' 5j LGGL 11" 5j b LCC 8 & 1L FLASHING 8 4 HEADAT INDOW 1._T FLASHING 9�" LCC 6• 48 O AT WINDOW FLASHING HEAD AT WINDOW _CC FLASHING HEAD AT GAP O I 1 I I j I rw�T I 1 1 1 b SECTION® 15T FL TYP EAVE(5 BD) 1-1/2" = I'-O" -f 5EGT ® 15T FL N/5 WING EAVE(4 BD) 1-1/2" = I'-O" r917 5EGT® 15T FL HALL FLARE(I BD) 1-1/2" = 1'-0" SE SECT® IST FL BAY(1 BD) 1-1/2" = I'-O" 10 SECT®SCREEN PORCH EAVE(5 BD) 1-1/2" = 1'-0" I I SEE STRUCTURAL I I DRAWINGS FOR STEEL COLUMN PER ��v 145 d 4'GLOSEDLELL I I 1 P TED WOOD �INFORGEMENT URETHANE 2'BLUE PAVERS(TYP) STRUGNRAL PLAN O�C DETAILS IN5ULAT]ON AT ON 2"MIND SETTING BED2".16" 1 G UMN EXTERIOR WALLS FORGED STEEL RAILING RS A5 p 1 1 o 1 2•BLUESTONE OF PORCH BDECKIN66 d GONTPAVERS(NP) 9• 9• 'd BITUTHANE ANE I'-0°c WATERPROOFING TO �m 0'1/10/15 PRICING 155UE FIND TERRACE 02/16/16 PERMIT ISSUE v FIND TERRACE ",FIND TERRACE 06/26/16 CONSTRUCTION GO EXTEND TO TOP OF ELEV IT'-0" ELEV IT'-0O.. ELEV IT'-0" M 4 FOUNDATION WALL - N 10/14/16 REVISION I JOINT FILLER MPRE551BLE d AT 4 4 6'EXTERIOR �� I 1_7• PERIMETER OFD Q p i FINISHED STONE VENEER FOUNDATION E _ d d m E DE d �m f 4 FINISHE05/10/1-1 REVISION 9 o EP B"RAT SLAB c d .D 1 d I GRAFIN1D E 4 4 Q b'qOD PERFORATIONTED WfBLFORA°N ` d o _ - )`I n 2• 4• 1' " 6•EXTERI TONE VENEEOR SR 4' 4' 10 2' 1 d 6•EXTERIOR Ip" d SEE STRUCTURAL 2. 44 b.4 W R 3"DIA.& AVEL,9•MIN STONE VENEER DRAWIN65 FOR AROUND ALL SIDES OF 4 REINFORCEMENT 4 a SDN DRAIN SLAB ON&RADE d STRUCTU DETAILS 10•' EXTERIOR B FILTER FARIC d d 4 -RAW N—S FOR d d d c DETAILS REINFORCEMENT4 DETAILS 4 d A-402 II FOOTING,TYP. I-I/2" 1'-0" 12 5EGT®TERRACE WALL I-I/2" = 1'-0" 13 5EGT®TERRAGE 5TEP5 1-1/2" = V-O" 14 NOT USED I5 5EGT o SCREEN PORCH TERRACE 1-1/2" = 1'-0" ArmandLeGardeur I0; S-O$ I " A R C H I T E C T LEAD-COATEDU= COPPER CRICKET Yvmuil6 Ir SLOPE FOR V SLOPE FOR �N DRAINAGE DRAINAGE • l " 2' 7 11" -Av OO�O oo�0 7W22,22nd vrrrcq 3rd Fl,.,,,-ev New Y-k,New YI'Tk 10010 I Td 212-5EI 28 77 F.2125811976 II 3_=5II. Z uvm 2 S 2 Z - 2'-0 13}"X IB" at* 3 13}"X IB" ER 0 o FLUE LINT 2�-0S" T FLUE LINER SLOPE TOP FOR - - DRAINAGE I'-b" SLOPE TOP SLOPE TOP FOR FORN FADE OF - DRAINAGE - DRAINAGE Q � � FLUE LINER CHIMNEY BELOW oo�o 00 0 Y v �OOO ///FINISHED � BEYONpROOF IDGE OOO FIN15HED RIDGE Ir FINISHED RIDGE 00 0 wry ELEV 446'-9" �00� ELEV 446'-'I" 000 LEAD-COATED T ///COPPERoll O�O OOOO CRICKET oDo� DODO o_oo_o moo CHIMNEY PLAN® ROOF 1" 0000 000 000 STEPPED THROUGH-WALL OO f r LEAP-COATED COPPER O�O FLASHING O r 1 GMU CHIMNEY o00 W0 STEPPED THROUGH-WALL n ��O LEAD-COATED COPPER W 000� FLASHINGz U GI Q B}"Ex 16" FLULINER n O }'AIR SPACE I O 2 CHIMNEY SOUTH ELEVATION®ROOF I" = I'-O" 3 CHIMNEY EAST ELEVATION® ROOF I" = I'-O" ry � 0 oW � x NON-COMBUSTIBLE }_______________� 1 M O FRAMING FAY SUPERIOR CLAY O 13}"X 16"FLUE LINER /SUPROX 18' R w CLAYE13}"IIII�' MAINTAIN}"AIR / FLUE LINER/ SPACE BETWEEN 4 FLUE PLAN®SECOND FLOOR I" = 1'-O" / FLUE LINER AND }---------------{ GMU PERIOR CLAY SMOKE GHAMBER7 SUPERIOR CLAY SMOKE CHAMBER I I I I 13}"X 15" LL — CAST IRON INER - THROAT DAMPER L SUPERIOR CLAY }"AIR SPACE BETWEEN =Iry RUMFORD THROAT FIREBRICK AND GMU SUPERIOR CLAY _ wm L___ _ e"CMU FIREBOX Q RUMFORD THROAT Q 1, 10/14/16 RLVI51ON I CUSTOM 42"WM.H- ?. CUSTOM 42"HM.H. 02/29/1'1 A51-52 JACKSON COMPANY SUPER CLAY JACKSON COMPANY FACE MOUNTED € SPLIT SOAPS = 2FACE MOUNTED 09/OB/17 REVISION 2 ROLLING FIRE5CREEN �' I FIRE BRICK ROLLING ABOVEwJl J O O FIRESGREEN ABOVE 05/22/1"1 A51-5A uVm uMal SUPERIOR CLAY SPLIT O _ N SOAPS FIREBRICK W/ ----- 03 S" Ib I'-O" S" al_�� HERRINGBONE PATTERN �4 3 MAINTAIN J'AIR. 5PAGE BETWEEN LL \ GIIXBRICK AND ' � O m FINISHED OPENINb 1 5"GMU FIREBOX e) 2 L- LL FIREPLACE AND • � OUTER HEARTH .-- - - - --` -_ - n. CHIMNEY DETA[ A-403 5 FLUE PLAN®FIRST FLOOR I":= E-:111 I'-O" 6 ELEVATION® FIR5T FLOOR I" = I'-O" 7 FIREPLACE SECTION®FIR5T FLOOR I" = I'-O" ArmandLeGardeur A R C H I T E C T • / JULIUS BLUM t CO p / ALUMINUM VOLUTE A r�', N Y rk.New7-ka •6930-V 10010 Te1212;E1:Eii F,.21:581197 9 JULIUS BLUM 6 CO JULIUS GLUM t GO 2-0.. 2'-O"/ I'-O" a ALUMINUM VOLUTE ALUMINUM JULIUS BLUM t CO 34" 101' 3 #6430-V BEVELED LAMBS 70NbJE#6930-8 JULIUS BLUM 4 GO ALUMINUM STRAIGHT CUR D IN ELEVATION CURVED ELEVATION STRAIbHT 3 "� 4'-Ii'V I.F ¢ ALUMINUM VOLUTE BEVELED LAM65 1 / I 6 +6930-V Ce TONbUE#(lq50-5 Cr V.IF I'-3"V.I F I�-O' 2 I IJ a l �m b w Im / I LL rtYN o ALUMI M / JULIU5 BLUM$CO CAST W in M �ry m M V m To T LAMBS ONbUE#6930-5 ALUMINUM BRACKET x302 / TO BE CENTERED 0 5HIN6LECOUR11 3'-0SE N V.I.F I I 'V '- V . AC I " ry I GUA LL / I 3 .SP ES 4 4 EQU 5P 3_3, 2'_T " ¢ I STRAIGHT IN PLAN GUR IN PLAN ITA m I I m w Y ry U oCDC 4' ti a a a d c 4 4A cf) - Q 4 EXT RAILING FLATTENED WE5T ELEVATION®ENTRY TERRACE 1-1/2" = 1'-O" 2 EXT RAILING WE5T ELEVATION® MUDROOM TERRACE I-I/2" = I'-O" 3 RAIL SOUTH ELEV ®WEST TER. 1-1/2" = I'-O" 4 RAIL EAST®W.TER. 1-1/2" = I'-O" � O 0 L'. WW z W O FACE OF STONE 2'-3"V I F. O W --I----------------------------------------I- - ----a BELOW 1� G WALL i O }yl w M I LINE OF HANDRAIL —� — — — — — — O PROFILE ABOVE I ��TT FACE OF FINISHED WALL FAGS OF BELOW 4 BUILDIN STONEG j I 4 V. LINE OF I w b, H JULIUS BLUM 6G0 CAST IANDRAIL ALUMINUM BRACKET#302PROFILE ` TO BE CENTERED ON III ABOVE 7 WINDOW B ABOVE I W / W W FINISHED FINISHED FACE I J FADE OF EUILDINb OF BUILDING oq 2 RISERS S EXTERIOR RAILING PLAN®WE5T TERRACE 1 p I TREADS obnam A51-66 3 3" \ STRAI PLAN FACE OF STONE \ I \ STEP BELOW \ 4" 4" \ -----------0------ - - --------- -------- --- --- --------- - -- -- -- EXT RAILING a DETAILS A-405 b EXTERIOR RAILING,PLAN®ENTRY TERRACE 1-1/2" = 1'-0" T EXTERIOR RAILING PLAN®MUDROOM TERRACE Arman dLeGardeur A R C H I T E C T V I F 3'-I�"VIP CC 3'-I$"V.I.F b "V.I 3'-II "V.I F "V.I F CC 6 Cr YN \ 7 Wrsr 22nd Sveer,3rd F4.r \ I I New York,New York 10010 -,a I Te1212-5812877 Fxt21..5811976 9 I b b -1-7 V.I.F BLUMC-0 EQU ep j ' .F j 3' V.I.ALUMINUM 3-0 .IF •6930-V EOU 5PA m j5Q iv I " m in j , I � 13 b. b" m I =1cv acv N V 0 C7�o0a�0�a _ ED,=--- _ - --�� '0 Q U I EXTERIOR RAILING SOUTH ELEVATION® BASEMENT 5TAIR5 Io D0� ° JULIUS BLUM i CA Q 2 ALUMINUM VOLUTE#6930-V I JULIU5 BLUM t CO a AUlMIM1M VOLUTE K6930-V o b fI I� / 7 " JUuus BLUM ECA I � I CA5T ALUMINUM Q \ BRACKET#502 PAINTED BLACK 5 G d m 5E 61AL =Ip ° a ° m 4 I � a 3 1 a I V.I.F. 4-bl�o V.I.F a ° 5 _ W. in ' C N I d c O� = _ v 0 O 06/14/I A51-66 M A c ff!E!;RIOR RAILING!NEST ELEVATION 0 BASEMENT STAIRS 1-1/2" = 1'-0" 3 EXTERIOR RAILING EAST ELEVATION®BASEMENT STAIRS LINE OF HANDRAIL LINE OF HANDRAIL _ PROFILE ABOVE Cr 3'-I$'V.I.F 3'-18"V.I.F Ct 3 '-18 V.I F Ct b PROFILE ABOVE 7D I'-9"V.I.F CL FACE OF STONE ________________ _______�________A_____________�____ o ---- lal ______ MIALL DLOW .p I Ct b" i > > I I b' FINI5HED FACE __ _________ _________al _________ -------------------------------- �T____ __________ __________ _________ ____ —�13 12 11 10 9 EXT RAILING OF BUILDINb 2___ 3 4____ 5 b T---- „ 6 9 10 II I� 19v- aI HIi __ __________ _____ FINISHED FADE DETAILS 14 R15ER5 14 RISERS OF BUILDING 15 TREADS 4'-b.' .I.P 13 TREADS CH " W.F. A-406 4 EXTERIOR RAILING!NEST PLAN®BASEMENT STAIRS I-I/2" = I'-O" 5 EXTERIOR RAILING EAST PLAN®BASEMENT STAIRS I-I/2" = 1'-0" ArmandLeGardeur JJJ 24"ALUMINUM A R C H I T E C T MINUMS (r HANDRAIL•bg50 2}"HANDRAIL Cr ALUMINUM BEVEL $ x6-150 LAMBS TONGUE HANDRAIL FITTING - x6950-B - � Ojb 2„ 7 Wrsr 22nD Srrccr,iri Fl..r New Ynrk,New 1—k 10010 no Tc1212581 E37iaa F :12561IVi6 at I I 1 "4"ALUMINUM FLAT BAR 33 1'7m i�"X Ij"ALUMINUM 8 1 " " 0-1 . SQUARE P05T J"X}"ALUMINUM ___ DIAGONAL m 5OUARE POST ALUMINUM WALL BRACKET x502 S SECTION a TYPICAL EXTERIOR RAILING HANDRAIL FULL 51ZE 2 DETAIL a BEVELED LAMB'S TONGUE FULL SIZE LS) DETAIL a HANDRAIL BRACKET FULL 51ZE ALUMINUM 5TRAIGHT LAMB'S TONGUE r HANDRAIL FITTING 1 Mbg30-5 w ALUMINUM VOLUTE "X�"ALUMINUM HANDRAIL FITTING r l x6-150-V v DIAGONAL _ 50UARE POST tlYm I}"X Ij"ALUMINUM vt`o ri W v1 5OUARE P05T Z I rtilY F"� aQ 13"Xj"ALUMINUM FLAT BAR IL r1m I uYN O Q ow � Q ALUMINUM WALL f T BRACKET x502 w 4 SECTION a TYPICAL EXTERIOR RAILING LOWER RAIL FULL 51ZE 5 DETAIL a STRAIGHT LAM5'5 TONGUE FULL SIZE 6 DETAIL a VOLUTE FULL 51ZE l NOT USED MITER HANDRAIL AT CORNER 99ISE 9 � I 33 CL gg � VARIES 4" I 4 VARIE5 I " 7 06/14/17 A51$6 mm — _ — — — — — — —I— 41 my I r?+ mrr '7p, fir =rr mm rt�n — — — — — — — — — — —I — — — — — — —I — — — — — LINE OF 24" ¢ "xiU�'ALUMINUM ALUMINUM HAND RAIL "XQ"ALUMINUM LINE OF 2" } UARE P05T D1X�AWLINUM 06-150 ABOVE DIAGONAL ALUMINUM HANDRAIL 5OUARE P05T xbg50 ABOVE 5OUARE P05T 1i"xIi"ALUMINUM EXT RAILING SQUARE P05T DETAILS A-407 8 PLAN a EXTERIOR RAILING CORNER POST FULL SIZE 9 PLAN a EXTERIOR RAILING CENTER POST FULL SIZE 10 NOT USED FULL SIZE CASED OPEN I NG SCHEDULE W I N D O W S C H E D U L E ArmandLeGardeur A R C HI T E C T OLOCATION OPENING SIZE ROUGH OPENING, DETAILS REMARKS O O ROOM OTY FRAME SIZE ROUGH OPENING R,q�{WAD FINISHED HEAD ABOVE DETALS DESCRIPTION SCREEN LITES REMARKS O FROM TO WIDTH X HEIGHT WIDTH X IEI&HT -LAMB NEAD SILL WIDTH X HEIGHT WIDTH X HEIGHT ABOVE`SLR FINISHED FLR -LA� HEAD SILL El 6 B 101 101 109 4'-0'x 7'-II}' 4'3 14 4 9'x b'-I' 101 A 101 2 VARIES SEE DOOR 101 X'-X' X'-X' 11412 I CUSTOM SIDELIGHT WA 9 FIXED SIDELIGHT WINDOW A • A-509 A-509 A-509 As506 A-506 A-506 50-501 7 Wr>r 22nd Srreer,3,d Fou. 14 SIM 4 SIM 9 51M II 2 1 I New Ymk.New Y„rk 10010 102 103 104 2'-8'x 1'-II}' 2'-II'x H'-I' 102 107 I 3'-0'x 2'-II}' 3'-I'x 2'-111' MARVIN GUAWN3636 6'(MARVIN b 50310 50-510 50310 A-504 A-504 A-504 50301 Te:IZ iF 1 Y77 F.21',181197 B B 103 104 105 2'-e'x 1'-II}' 2'-11"x 8'-1' 19 3 8 105 119 1 5'-0'x 2'-1111,' 3'-1'x 2'-111' II 2 T I MARVIN GUA^N8656 BY MARVIN 6 A-5 0q A-504 A3O9 IA-504 A-504 A-504 A-501 104 103 109 4'-0'x V-11}' 4'-5'x b'-I' 1410 96 104 108 9 9'-1:1'x 5'-11' 5'-2}'x 5'-b' 6'-011' '71-11j, 11 1 6 4 MARVIN GUDH-NG9250E BY MARVIN 6 LITES IN UPPER SASH ONLY 50311 A-511 A311 G A-504 A-504 A-504 A-501 G 105 110 112 2110'x 1'-II}" 3'-1'x 8'-I' II I 6 105 IIB3 3'-1#'x 5'-11' 3'-2#'x 5'-8' 4 MARVIN GUDH-N63230E BY MARVIN 6 LITES IN UPPER SASH ONLY A-510 A-510 A-510 A-904 A-504 A-504 A301 106 105 110 4'-0'x 1'-II}' 4'-S'x 8'-1' 14 4 9 106 D IOB 1 6'3'x 5'-1}' 6'-6'x 5'-8' 8'-01' 1'-111' 1241361M 3 SIM 6 5 MARVIN CUDH-N69250 BY MARVIN 6 LITES IN UPPER SASH ONLY D A310 A-510 A-510 A-504 A-504 A-504 A-501 (2)UNITS PV MILLION 101 105 116 2'-6'x'1'-111' 2'-II'x 8'-1' 14 SIM 4 SIM 9 SIM 101 E 109 2 2`14'x 5'-11' 2'4}"x 5'-b' a,ci' T_111' 16411 2 51M 10 SIM 6 MARVIN GUDH-1,162050 BY MARVIN 4 LITE5 IN UPPER SASH ONLY E 50310 A-510 A-510 I A-505 As A-505 A-501 IOb 119 S'-0'x 7'-111' 3'3'x 511' 16411 9 SIM 19 108 F 109 I 3'-94'x 5'-1}' 3'-10j'x 5'-b' 81-ok 1'-111' 11 2 10 1 MARVIN CU17H-N64030E BY MARVIN 8 LITES IN UPPER SASH ONLY F A-510 A-S 9 A310 A-505 A-50'S I A-505 A-501 14 1 SIM 9 H 6 109 119 9'-0'x 1'-111' 3'3'x H'-I' 11418 3 8 104 6 III 2 2'-9#'x 4'-111' 2'-104'x 5'-0 '- ' 8OI}' 1'-111' MARVIN GUDH-N62826 BY MARVIN 6 LITES IN UPPER SASH ONLY 50310 50-510 50310 50304 50304 A-504 50301 } 13 SIM 9 SIM 8 SIM } -0I}' 1'-111' 12419 5 8 9 MARVIN CUDH-N62826 5r MARVIN 6 LITES IN UPPER SASH ONLY H 201 211 212 9'-0'x 1'-0' S'-9'x T-I' 201 H 112 I 5'iI'x 4'-II' 9'-10'x 5'-0' b' 50309 A-5 A-509 50-504 50-504 A-504 50301 (2)UNITS W/MULLION 202 205 209 T-O"x 1'-0' 1'-9'x 1'-11' 19 51M 5 51M 8 51M 2021 114 2 2'-1j'x 6'-11' 2'-2}'x 6'-8' H'-oV 1'-111' 14415 1 51M 4 5IM 10 MARVIN CUGH-NG,2056 BY MARVIN 4 LITES IN UPPER SASH ONLY I As A309 A309 A-505 A-505 A-505 A301 1 114 1 3'17#'x 6'-1}' 3'-104'x 6'-8' w-ok 1,_11}• IS 9 MARVIN CUDH-N64096E BY MARVIN 8 LITES IN ZIPPER SASH ONLY J 3b" 3'-O' 4 50-505 A-50'5 A-505 A-501 ' 4" 3'-0" 4" �� I 201 1 6'3'x 4'-1}' 3'-2#'x 4'-8' 11SIM412 5 51M b 12 MARVIN C4014-N63224 BY MARVIN b LITE5 IN UPPER SASH ONLY v A-504 A-504 A-504 A301 (2)UNITS W/MULLION K K a 204 I b'-5'x 4'-1}' V-21'x 4'-8' 1'-I T-OQ' IISIM412 3 SIM 6 12 MARVIN C40H-N65224 5Y MARVIN 6 LITES IN UPPER SASH ONLY A-504 A-504 A-504 A-501 1(2)LHTS W/MULLION II SIM 1 SIM b 13 -im ❑ 206 1 5'-1}'x 4'-71' 5'-24'x 4'-8' l'-111 1'-0j' h m 3 MARVIN GUDH-N63224 BY MARVIN 6 LITES IN UPPER SASH ONLY A-504 A-304 A-504 A01 W L 20-1 1 9'-Ij'x 4'-11' V-2j'x 4'-8' VAR' 1,-01• II SIM I SIM 6 IS MARVIN CUDH-N69224 BY MARVIN 6 LITES IN UPPER 5A5H ONLY L A304 A-504 A-504 A-501 vII SIM I SIM 6 15 211 2 W-11'x 4'-1}' 312#'x 4'-8' 7'-11' 1'-01' 50304 A-504 MARVIN GUDH-N63224 BY MARVIN 6 LITES IN UPPER SASH ONLY 7 A-504 50-501 CUAWN 3636 CUAWN 3644 4 SM 4 1451M 14 CU5TOM FIXED ELLIPTICAL ^ N W/MULLION M 208 1 3'-11'x 4'-1}' 9'-21'x 4'-81' 9'-41' 9'-2' WINDOW WA 9 M ^ W A-504 A-'504 50-504 A:2 1(--11 z O� 10415 5 10 2 MARVIN CUA#0644 �1 FFQ„jj! I WINDOW TYPE OB /2" = I'-O" 2 WINDOW TYPE ON I/2° = '-0" N 210 1 6'-21•x 5'-18' 6'-51'x 9'-11• 11'-61' II'-5' 50-504 A-504 A-504 A-501 (2)UNITS W/MULLION BY MARVIN 9 N 9 cf) Qn'i 4' p.. pl I I 3,_"k p„ p. 2'-9 q„ Z III �\ ii r rim10 O Ow I � II n iv n ff 7 v OII II �Il N ill ill iLlli CUDH-NG,2826 CUDH-NG,3250 CUDH-NG,3230 CUDH-NG,2050 CUDH-N6 4030 CUSTOM 5IDELI6HT5 W/MULLION (SEE DOOR ELEVATION) 3 WINDOW TYPE OA 1/2" = 1'-0" 4 WINDOW TYPE OG I/2" = I'-O" 5 WINDOW TYPE OD I/2" = I'-O" b WINDOW TYPE EO 1/2" = P-0.1 -! WINDOW TYPE OF I/2" = 1'-O" 8 WINDOW TYPE T 2'-9 p. .7"41, p. 3'-9 3'-I p. 01/10)15 PRICING-r- 15M-�-1- 4N02/16/16 PERMIT 06/28/16 GONSTRIKTION 10/14/16 REVISION I 11/09/16 A51-11 r10 PI/25m ASI-25 05/09/11 REVISION 2 n W n 15/29/11 ASI-42 n 4" 3' 3 r 05/10/11 IREVISION 3 7 < 7 r io 6 - ,I III[L�11 ILL-- JL"—Ild� a a m GUDH-146 3224 CUDH-NG,3224 GU5TOM FIXED GUDH-NG,2626 W/MULLION INTERIOR ELLIPTICAL WINDOW I'1/MULLION ILI I WINDOW SCHEDULE Qm V GUDH-N6 2036 =H-NG,4036 A-5 01 9 WINDOW TYPE O I/2" = I'-0" F-) 0 WINDOW TYPE OI I/2" = I'-O" II WINDOW TYPE OJ 1/2" = 1'-0" 12 WINDOW TYPE OK I/2" = I'-O" 19 WINDOW TYPE OL I/2" = I'-O" 14 WINDOW TYPE OM 1/2" = I'-O" D O O R S C H E D U L E D O O R S C H E D U L E ArmandLeCardeur A R C H I TE C T O LOCATION DOOR SIZE ROUSH OPENING DETAILS DESCRIPTIONr.Pe STET REMARKS O O LOGAnON DOOR SIZE ROUSH OPENING DETAILS DESC11 RIP0N TYPE WIRE REMARKS O PROM TO WIDTH X HEIGHT THICK WIDTH X HEIGHT JAMHE B AD SILL ELEV. PROM TO YVDTH X HEIGHT THICK WIDTH X HEIGHT JAMB HEAD SILL MEV. 0 l9M 9 001 001 EXT 9'-0'x T-0' 3-1/4' 9'-4•z 7'-2A/4' RAISED WOOD PA18 YY D 6LA55 LITG ABOVE MO 09 BY CONTRACTOR 001 114 119 114 W)3'-0'x 7'-II-1/2 2-I/4' 4-4'.612-1/4" PAIRED YtlOD I'RME 6LA95 LITE DOORS OD 04 114 A307 A307 A306 A302 7 Wt-sr 22nd 3rd Fl—, 002 001 002 9'-0'x T.O. 13/4' 5'3'x 7'-2-1/ TD 4' WOOD PANEL DOOR D OZ BY GOMRALTOR 002 IIS 119 114 (Z)2'-0'x i'-II-V2' 2-I/4' 4'-4'x 612-1/ I 5 1 SIM 9 4' PAIRED WOOD FRAMEN—7,,k,N—),,,k 10010 bllu0 LITE DOORS OD 04 IIS A301 A306 A-502TTd212-561 2S-,7 F,>21:;M-1971 A�6 009 001 DOS W-0'x 5'-0' 13/4' V-S'x 512-1/4' ORAY4.SPACE DOOR TDD TDD 5'r OPNTRACTOR 009 116 114 EM. (2)2'-0'x T-II-1/2' 2-1/4' *-4'x W-2-1/4' IS Z SM 7 SM 9 PAIRED WOOD FRAFE OLASS LITE DOORS O 04 116 A-506 A-506 A-106 A�J02 Ill 114 EM. (2)2'-0'.T-11-V2• 2-1/4' 4'-4'x 6'4-1/4' 15 2 DIM 7 SM 9 PAIRED WOOD FRAME OLA W LITE DOORS OD 04 Ill A-506 A-006 A-506 A-502 12 2 7 1 11 1 6 1 101 bl EXT. 9'-0'XT-11-1/2' 2-1/4' D'-4'x D'-2-I/4• EXTERIOR WOOD PANE.DOOR OI 01 101 IID IIS 116 2'-b'x T'-II-1/2• I-0/4' 2111'x D'-1-9/4' WOOD PANE.DDDR O OD 116 A306 A-SM A-506 A-502 A-509 A-504 A-04 A-505 12 2 7 1 II 1 6 1 102 101 102 7-0'x llllW)2' 1-0/4' 2'-Il'z D'-IA/4' WOOD PAIS.DOOR O3 Ol 102 IM 116 IID 2'-0'x T-II-1/2' 1-9/4' Z'-II'x 611-9/4' WOOD P.4d DOOR O3 OS IM A-509 A-9O9 A.-509 A 505 A309 A-50•1 A-0O9 A309 109 109 107 2'-0'x 11II-I/1' I-9/4' Z'-II'x D'-13 19420 S 10 I/4" WOOD PANEL DOOR O3 06 IOD IZO 117 IID 2'-0•x l'-II-V2' 13 11 1 6 2/4' Z'-11'x8'-I-9/4' WOOD PANEL DOOR W/MIRROR O5 PS 120 A-509 A309 A-704 A-SOD A309 A-504 A-Sq A309 104 ROS 106 2'-0'x 7'-I1-4/1• 13/4' Z'-II'x D'-13 12 2 1 Z/4' WOOD PANEL DOOR W/MIRROR 10 O Ol 4 121 IID 119 2'-0'x T-11-V2' 13/4' 2'-11'x D'-I-S/4" II SIM SSM 10 SIM I WOOD P.VB P70R 3� 09 IZI A-509 A309 A309 A305 A309 A304 A309 A309 6 ROS 104 ROB 2'-0'x 7'-II-I/3' 13/4' 21II'x 61I-0/4' WOOD PANEL DOOR O3 OS ROS A309 A309 A309 A309 106 109 109 2'-0'x T-II-I/J' 13/4' 2W.6113 7410 1 4/4' I WOOD PANE.DOOR O CD lab 201 MI 208 2'-0'z 7'-0• 13/4• Z'-II'x T-1-1/2' 16 16 51M 6 SIM I-I/Z' WOOD PAIR DOOR O OS 201 A311 A311 A311 A305 A309 A309 A309 A309 6411 2 5 1 17 17 SIM 7 91M 2 IOl 109 109 716'x 7111-I/2' 13/4" 24'x.113/4' WOOD PANEL DOOR O 04 101 202 201 202 2'-0'x T-0' 1-9/4' 2'-11'x 7'-I-I/2• WOOD PANEL DOOR W/MIRROR O OT 202 A,511 A m A-51 A-705 A-504 A-509 A-004 A-505 IS 5 10 1 n 11 SIH 7 SIM 2 IOD 109 112 2110'x 1111-1/1' 1-5/4' SW x 611-5/4' d-4J HDOO PAIR DOOR O 10 IOD 209 205 204 2'-0•x T-0' 13/4' 7111•x 7'-I-IA' WOOD PANE-DOOR YV MIRROR. O m 209 A-NO ASID ASID A305 A309 A304 A309 A-505 19 5 1 51M 2 16 16 BIM 6 VIA 1 109 110 EM. 2110'x 1'-11-1/2' 2-1/4' 9'-2•x W-2-1/4' EXTERIOR WOOD PANEL 4 GLASS LITE DOOR O4 m 109 204 204 205 2'-0'x T-0' 1-9/4' 2'-II'x 7'-1-I/2' WOOD PAIS.DOOR O OS 204 A-506 A-506 A-706 A-502 A-509 A-509 A-S09 A-509 12 Z 7 9 4 1 91M 7 SM I 110 10 111 2'-0'x T-II-1/2' 1-9/4' 7111'x 6113/4• WOOD PANEL POCA DOOR O11 110 209 205 206 2'-0'x T-0' 1-9/4' 2'111'x 7'-I-1/2' WOOD PANEL DOOR 3� O/ 205 A-NO A310 A-NO A-505 ^-710 A-WI A304 A,905 14 4 1 VIA 2 19 9 12 1 111 112 EM. 2'-10'x 7'-11-1/1* 2-1/4' W-2'x W-2-1/4' EXI MOR WOOD PANS 4 6LA5S LITE DOOR {O 02 111 206 205 206 2'-0'x 7'-0" 13/4' 2'-II'x 7'-I-Il1" WOOD PAIS-DOOR O 06 206 A-506 A-501 A-506 A-502 A311 AJAR A311 A-509 849 547 6410 4 19 151M 651M 1 NOTE cAS1116 TRIM• ' 112 112 114 (2)2'-0'x 1'-II1112' 13/4' 4'S'x all-9/4' PAIRED WOOD PAIS.WALL-POOKETIN6 bO ID 112 201 105 ZOl 2'-0'x T-0' 13/4' 2'-11'x T-1-1/1' WOOD PANE.DOQt ]O OS am FLOOR TO Be}1/4• V A312 —A,512 ^-712 A305 A-511 A-504 A-509 A305 lOn9 2 l I II SIM I DIM 6 SIM I 110TG CASING TRIM 119 119 EM. (2)2'-0'x V-4-1/2• 1-1/2• S-0"x D'3' PAIRED SCR !DOORS O IS BY CONTRAOTOR 119 209 201 210 2'-0'x T-O- 13/4' 2'-11'x 1'-N/2' WOOD PAIS.D00R O2 OS 2/p pL00R TO DE y.V4• 20D A306l1 A301 A307 A304 A+A9 A304 A304 A309 101 6-24. 109 114 IA -O' 3" _5, S 4'-0 1 ' 4' -7m �m CD - w Q O El 1 LL „F1 � l l O O {SJ m \ S, 2. 9, M 2. 2� ,' O Inv av4 marc 11E A � � 4 4 � m I T 4Yf m m tlY7 m m GUSTOM DOOR MANUFACTURED IN/SIDELIGHTS (EXTERIOR ELEVATION) (INTERIOR ELEVATION) Dino/Is PRIC1NS Mae (EXTERIOR ELEVATION) o2nD/Ib PERMIT SSE 06/38n6 CON5TRUGnON LIOA4116REVISION I DOOR TYPE OI 5/4" = I'-O" DOOR TYPE 45/4" = 1'-O" 3 DOOR TYPE 5/4" = I'-O" ASI-25REVISION 2 ABI-42 133r 99g 05AOnl REVISION 9 VARIES - - ,3.8 I •i 5' � •M�• S• F=-4 no NO nYbl, uYN 1Tp YY� 411m - YYID 4W1 tlYO IIYdI k 4Y4) DOOR 1011 STILES CUSTOM YYOOD WOOD PANEL WOOD STILES WOOD GLA55 PANE5 �m SCHEDULE AND RAILS PANEL MOULDING AND RAIL5 STICKING -it 21. 1. 28' 8° A-502 4 SECTION® TYPICAL EXTERIOR DOOR PANEL b" = 1'-O" 5 SECTION® TYPICAL EXTERIOR DOOR LITE b" = I'-0" b SECTION® TYPICAL EXTERIOR DOOR MUNTIN W . 11-0" -1 SECTION®TYPICAL EXTERIOR DOOR ASTRA6AL b" = 1'-O" I07 104 IIO 112 • ArmandLeGardzur A R C H I T E C T 03 70 OAL16N TOP OFI" 7'-B• 2'-0• 7'-0" 105 VARIES 707 ALIGN TOP OF VARIES VARIES ALIGN TOP OF UPPER HINGE 5" VARIE5 5` UPPER HINGE 5' VARIES 5" 5" VARIES 5• 5' I'-10" 5" UPPER HINGE 5' 1'-7" IOb WITH TOP OF 709 WITH TOP OF WITH TOP OF O UPPER PANEL, UPPER PANEL,1 _ 1 , 10"1 TYPICAL N TYPICAL 1\ N 1� UPPER 1 N 7 Wrsr?2, - k 0010 Ne.v Ycxk.New Y<�rk 10010 T,12125E12877 Fn.:l_581.1976 106 OPAINTED MOOD IIB PAINTED WOOD / PAINTED WOOD / PAINTED WOOD / DOOR I PAINTED WOOD 119 DOOR / DOOR / DOOR - DOOR / \ Om N 5A5 15 171 � � I"OF DOOR 201 MIDDLE HINGE / > MIDDENTERED / \ CONCEALEDH5Y I m MIDDLECENHINGE BAT TWN HINGES, BTWN HINGES, }"MIRROR POCKET-O BTNN HINGES 04 TYPICAL TYPICAL INSET PANEL BOTH JAMB I TYPICAL AND HEAD Ob w K 70'7 13 ; 14 > 14 I > IS 13 08 7 m 7171 m m m O m ALIGN BOTTOM m ALIGN BOTTOM m m ALIGN BOTTOM m OF LOY/ER F _ OF LOWER Q �i I Q _ OF LOWER HINGE WITH HINGE WITH m m HINGE WITH m BOTTOM OF BOTTOM OF BOTTOM OF LOWER PANEL, LOWER PANEL, I LOWER PANEL, TYPICAL TYPICAL TYPICAL Q T T W I DOOR TYPE O2 3/4" = I'-O" 2 DOOR TYPE O 3/4" = I'-O" 3 OR TYPE O 3/4" = 1'-0" 4 DOOR TYPE Ob 3/4" = 1'-0" U 015 45 w W t-• 095 II55 I 1 z � OVARIES IilS 1165 7 �.ry IIlS yry -jai f T� Q m mlm — n = '3 - uvm mm � z '2F\ V IES � WOOD STILES WOOD GLASS PANES O O W \ AND RAIL5 STICKING a S P O ava \\ a aw \\ my 5 SECTION® WINDOW 'A' LITE b" = I'-O" b NOT USED w \\ II 17 II 12 w I I \ 40 4 (EXTERIOR ELEVATION) (INTERIOR ELEVATION) WOOD STILES CUSTOM WOOD WOOD PANEL Al.RAILS PANEL MOULDING O-VIO/IS PRIDING 15d Le A51-75 05/10/17 REVISION 9 -f DOOR TYPE OI t 4O SCREEN 3/4" = I'-O" 8 DOOR TYPE O SCREEN 3/4" = I'-O" 9 SECTION® WINDOW 'A' PANEL 6" = 1'-O" 10 NOT USED 79" Ij° 33 I7j. i" 7374• B 1• 6 7d• Js• Ylp] • tlYiO Ytlm mM rti1N m1Y aiw a� � - - �m DOOR 7�, , �m �a -it �a ELEVATIONS WOOD 5TILE5 CUSTOM WOOD WOOD PANEL WOOD STILES GU5T,WOOD }'MIRROR V'K7OD 1"OF DOOR 15 WOOD CUSTOM WOOD WOOD "8 "S AND RAILS PANEL MOULDING AND RAILS PANEL PANEL CONCEALED BY STILES PANEL PANEL MOULDING POCKET AT BOTH AND MOULDING JAMBS AND HEAD RAILS A-503 II SECTION ®56REEN DOOR b" = I'-O" 12 SECTION®SCREEN DOOR ASTRAGAL b" = 1'-0" 13 SECTION®TYPICAL DOOR b" = I'-O" 14 SECTION®DOOR TYPEO b" = 1'-O" 15 SECTION®DOOR TYPE O5 b" = 1'-O" Arman�ILeGardeur A R C H I T E C T � l v FLA 5H 46 r7 --rK AT HEAD „ _ LGG LGG LGG 6 S FLA5HING FLASHING FLA5HIN6 et• AT HEAD I�' AT HEAD I I. AT HEAD Y INC i VL est 22n.i Jtre int ll.or I" ROUGH H flewY,.,k,N,'York 10x110 OPENING 7 Td 2,2,181277 h.iILiSI 1976 -Ira ROUEN ROUGH ROUGH � 7 OPENING v OPENI" - OPENING _ �y IR IN M H N6 T'-113"AFF -1m WI OW MARVIN l'-II>,'s IST FL T'-113'AFF _ �y - 8'-9✓1"AFF GUDH-NG �.} T'-0}"•2ro FL MARVIN eT WINDOW OUAWN ®I FL MARVIN • °T FL ®2�FL 2�" 5656 GUDH-N6 Tl. WINDOW 2826 SS y 21 WINDOW MARVIN TS VOM 5i $ 1 1�l 5 21� 1 —1 �� _KELLIPTICAL WINDOW I TYPICAL HEAD 3" = I'-O" 2 HEAD® WINDOW'B' 3" = I'-O" 3 HEAD® WINDOW'H' 3" = I'-O" 4 HEAD® WINDOW'M' 3" = 1'-O" 5 HEAD® WINDOW'N' MARVIN MARVIN DH-N6 GUD 526 G1 WINDOW MARVIN 2826 MARVIN 99 GUAWN WINDOW " ` 2� I GUDH-N6 MA �4 28 d' 5636 2�" i 2826 �9 ROUGH WINDOW WINDOW • ~4• 21.E I 54,44 2 Ii OPENING ROUGH ROUGH ROUGH �• DFEM OPENING 5T OPENING OPE LOC FLASHINb - LCr LCG FLASHING FLASHING HY LGG NLA I _ AT SILL _ F q7 gI AT SILL AT BILL AT ROOF INTER5EG O NIL -VIV m N _ + NL nL m V VERSATEX VERSATEX VER5ATEX BUILD ROOF UP TO ALIGN HISTORICAL HISTORICAL H15TORICAL SILL SILL SILL WITH TRIM VER-1502 2� g, VERH502 2� VERH502 2 BELOW SILL LCr, rT l 1" I" FLASHING ^ W t/'1 AT SILL Q z �1 —QII w Q � b TYPICAL SILL 3" = 1'-O" T SILL®WINDOW ®WINDOW'H' 3" = I'-O" 9 SILL®WINDOW'G' 3" = I'-O" 10 SILL® WINDOW'N' 3" = I'-O" O C, cG W ' MARVIN OUTVIN MARVIN Z OUOH-N6 MARVIN (n CUIPH- 4" vill'DO 2 , WINDOW4" 1tYv 21. MARVIN OUAWN O Q {Z 77 %44 WINDOW �' G -:Q 4Q FACE OF 3 CABINET 4 ABOVE q 9. X15. f8 1 'T6 I I " II TYPICAL JAMB 3" = 1'-0" 12 TYPICAL MULLION 3" = I'-O" 13 JAMB®WINDOW'H' 3" = 1'-O" �YJAMB® WINDOW'6' 3" = 1'-O" 15 MULLION® WINDOW'N' 3" = 1'-O" IOA4A6 REVISION I _05AOAI REVISION 5 WINDOW DETAILS A-504 Ib NOT USED IT NOT USED 18 NOT USED 19 NOT USED 20 NOT USED Arman dLeGardeur A R C H I T E C T LGS LGC FLASHING FLASHING AT HEAD I$ AT HEAD I�' 'Vew Y•Zrk."1.1.x.York 110010 Te1212lHZS,7 Fax.l_5811a;b ROUGH ROUGH Y OPENING - OPENINb MARVIN o I-FL MARVIN o I°T FL CUDH-NG GUDH-NG 4036 4030 WINDOW WINDOW 2�' Sj' 2j' I HEAD o WINDOW'J o LIVING ROOM 114 3" = 1'-0" 2 HEAD o WINDOW'F's DINING ROOM 109 3" = 1'-0" 3 NOT USED 4 NOT USED 5 NOT USED MARVIN GUDH-N6 4036 WINDOW LCI-FLASHING AT SILL VERSATEX HISTORICAL _ SILL VERH502 iv -Rv 1 L. MARVIN 88 m r T l CUGH-N6 W 4° UWINDOW LGL1 Z FLASHING AT SILL 21 b z l� VERSATEX HI5TORICAL SILL VERH502 n _ > 6 NOT USED 7 NOT USED 8 NOT USED O G I • I , 'gym =xv CL W m O oz W O �} BELOW WINDOW 0 yj t1 C 4 TO 41"WIDE TO AGCAMMODATE INSET MILLWORK ;p PANEL AT SILL O 4 w 41 1. 4" - - W WILT-UP BUILT-UP VERSATEX GONYINUOU5 VERSATEX _ 60NN� 2"X4'SILL C K' 1 BITUT�iENE Imo' 2'X4"SILL CAULKTERPR04FING 1 s2F grloNAvt4t,L PounDAnoN WnL>_ 9 SILL®WINDOW'J®LIVING ROOM 114 3" = I'-0" 10 SILL®WINDOW F'®DINING ROOM 109 3" = I'-O" II NOT USED 12 NOT USED 13 NOT USED lonan6 RevlsloN 1 OS/lOnI REV1510N B A b �y I \Ly .XU4. .X}. REVEAL S REVEAL h y. 1 Ib � !--( \ INTW BLOCK OWINDOW ROUGH Rou ��------lel OS \ ��------� DETAILS OPENING \ H OPENING 21° \J� \Jai A-505 14 JAMB o WINDOW'1'o LIVING ROOM 114 3" = I'-O" IS MULLION o WINDOWS'1' 4 'Jo L.R. 114 3" = 1'-0" 16 JAMB o WINDOW'E'o DINING ROOM 109 3" = 1'-0" 17 MULLION o WINDOWS'E' 6 'F'o D.R. 109 3" = 1'-0" 18 MULLION CASING TRIM o L.R. 114 6" = I'-0" ArmandLeGardeur A R CH IT E C T �a -r+ -ro ee LGG LGG LGG LGG i V4'e,r 2Z,d Sere int Fl— FLASHING FLASHING FLASHING 4• FLASHING I�� New 2-1812 New.21.k 10010 AT HEAD AT HEAD AT HEAD AT HEAD Z " ROUbH TI 21 Z-xP12P:7 Fax:I2�SPI I9;6 OPENING ROUGH RGV5H ROUGH ROUGH OPENING �p OPENING �p OPENING - OPENING 7 �p M -4t 4 1•l -1Y - -M - -44= 1041 - L 1111 H 11 I HEAD o WINDOW'A' 3" = 1'-O" 2 HEAD® DOOR 101 3" = I'-O" 3 HEAD®DOOR 109 3" = 1'-0" 4 HEAD®DOOR III 3" = I'-O" 5 HEAD® DOOR 115 J1• 3 3. ilik ROLKH OPENING 516-T3 BRONZE SADDLE LGG LGG FLASHING FLASHING AT SILL gyp AT SILL m� m _ ` --RATE w 21B HOOK 7U 09 3 3 //�� tom• TIN10Ue TIM1W� � � ~ NE NE � ING FINb �� Q LLi 6 SILL®WINDOW'A' 3" = 1'-0" -T SILL® DOOR 101 3" = 1'-O" 8 NOT USED 9 NOT USED 10 JAMB®DOOR 115 C� W W 4�` • 2 '2• ROUGH • " O O G i OPENING m I I O m ---------- At ROUGH 3 – OPENING .1, 41 H 6 it. la" • 2�' ,4- q4- OPEN N6 4 a 4 4 II JAMB® WINDOW'A' 3" = I'-O" 12 MULLION®DOOR 101 3" = 1'-0" 13 JAMB® DOOR 109 3" = I'-O" 14 JAMB® DOOR III 3" = I'O" I5 STANDARD JAMB®SHINGLE WALL 3" = I'-O" IOA4A6 REVISION I eAOA-1 REVISIONS DOOR DETAILS A-506 16 NOT USED I-f NOT USED 18 NOT USED 19 NOT USED 20 NOT USED ArmandLeGardeur A R C H I T E C T LOCK MITER 10 OUTSIDE • --6eRNERSf YPJ-_--- 7 Wrsr 22n.1 Sn 3rd Fl- em tm New Y,&New Y- k 10010 Te12125F129 i7 Fax 21_.SFI 197b m m LCC LGL ' FLASHiN6 }�• FLA5HIN6 34• mW O Y POST -ft POST -icvSCREEN r GAP ;p GAP _ PANEL ID avm ID ID mlm 'D •! a 3• IY� Y �• h M �y PROFILE OF ROUGH ILE ' 9�" OPENING ' X}4'X 4 J. :2j" I18� X 4 4" 1. 23,i I1,. I5, 4. I I POST POND 8 ; S S P T 8 8 3 1 J8, S 8 OND I I P05T o DOOR 115 S SCREENED PANEL 3" = 1'-0" 2 HEAD o DOOR 113 3" = I'-O" 3 HEAD o 5CREEN PANEL 4 NOT U5ED 5 NOT U5ED W U �v acv W-I w l� F--1 2�. 4 I 1j' 4j' 2�- 4 3}. 4j• r� O C r � z _ - __ I• _ _ - _ IFIF��..11 z p d a s OF 4",I<4" d ~� � Cr. d XPOO}��' p d p 6E`YONO a p d C � Op d p d p p r d W d e b NOT U5ED SILL® DOOR 113 3" = 1'-0" 5 SILL o 51-REEN PANEL 3" = 1'-0" 9 NOT U5ED10 NOT U5ED SCREEN ROUGH I0m• I0 PANEL 1Y OPENING 10}' 2�" v - 2 7 8 72 9 77 9 N 77 — — - — — — — — — 2—. — — — 10/14/16 REVISION I 12/07/16 A5I-Ib 4. 4" tin 05/10/17 REV15ION 9 00 uY6 O O tlYm III uYN�`+ O yjp) I .I .I. .I 7" O_ V .'6` • m 3] SCREEN SCREEN SCREEN SCREEN - Ib 3 SCREEN SCREEN m 119 113 m PANEL PANEL m PANEL PANEL m PANEL PANEL m _ CONGEALED 5TA66ER LOCK HARDWARE FOR HARDWARE 4j" MITER o 4'X4"X4"H55 CONGEALED CONGEALED SCREEN PANEL VERTICALLY AT OUTSIDE ATTACHMENT CENTER P05T P05T(TYPJ HARDWARE _____________________ _ ____________________ __HARDWARE_ CORNERS FOR SCREEN FOR SCREEN (T'PJ LOCK MITER o PANEL ----- OUTSIDE CORNERS ATTACHMENT 4"%4"X4'H55 ATTACHMENT LOCK MITER o 4"PLAIN SCREENED (TYP) POST(TYP) OUTSIDE CORNERS ROUND LCG (TYP) LEADER PORCH DETAILS LOCK MITER o OUTSIDE CORNERS (TP) 4"X4"X4'H55 POST(TYPJ A-507 11 EAST JAMB o DOOR 113 3" = I'-0" 12 WE5T JAMB o DOOR 113 3" = I'-O" 13 STANDARD POST 3" = I'-O" 14 STANDARD MULLION 0 SCREENED PORCH 3" = 1'-0" IS POST o CORNER 3" = I'-O" 3 ArmandLeGardeur ARCHITECT 2'-b�' S 7-6�" -5 SS 3-�8• VARIE5 (V.I.F) m m m m m m 7 W Y,,,. S Y,3rJ N'10 n n :Vrw Yrrzk,t:rw Y.�rk 1M;10 I. I 9 I 9 ic121.SF1:37i Fa<:I:�b119�6 9 9" 9' 44 / r / 44 OVERLAP 411 9 < 9 FRAME AT a' 9 m e) IN51DE PERIMETER - 41 OF OPENING 'a m At \� \ At 51 51 51 T111 d W LI) DOOR TYPE O 3/4" = I'-0" 2 PANEL®SCREENED PORCH 3/4" = 1'-0" 3 NOT USED 7U -1 10 O 0 m of m mew /1 Cr 13 13 4* 13 -_N = }, z n _ O CW C1 ill ��1 D � O J v _ O in m w n - w tV � it iR 4 SHUTTER®WINDOW TYPE5OEO 3/4" = I'-0" 5 SHUTTER 0 WINDOW TYPESOG EOH 3/4" = I'-O" 6 SHUTTER®WINDOW TYPES,OK EOL 3/4" = I'-O" 7 SHUTTER® WINDOW TYPE50 3/4" = I'-0" 5 NOT USED 02/39/1'1 A91-55 2 O9/1OA7 REVISION 9 2j' 'rpt F a t}•t 2�• �t 1�. t� 2�• t}•t � Rwa nirr Rirr nirt - ------- Rya Rvm Rya mIm Rirr awm CONGEALED qf,• 1 31• CONGEALED 19. STAGGER RDWi HAARE FOR -tt 7t R 88 HARDWARE FOHARDWARE SCREEN PANEL SCREEN PANEL VERTICALLY AT ATTACHMENT ATTACHMENT CENTER P05T DOOR&SHUTTER ELEVATIONS A-508 9 SECTION ® SCREEN DOOR 115 6" = 1'-0" 10 SECTION®SCREEN DOOR 115 RAIL 6" = 1'-O" 11 SECTION®SCREEN DOOR 115 ASTRAGAL b" = I'-O" 12 SECTION® 51-REEN PANEL ASTRAGAL 6" = 1'-0" 13 SECTION®SHUTTER b" = 1'-O" ATmandLeGar,eur A R C I I I T I. 1, T VARIES 3 VARIES 7 W—22,Id S,,—,3,d Fl— N—Y-k.K—Y,.,k 101110 ROUGH ROUGH T,1'Q SH,2877 N.'IZ�M 197 RGLGH OPrIN6OPENING OP�NINS 7r --h , OPENING il OPENING AP":-, T-11}'AFIZ- 0 FL�, 1 14. HEAD a TYPICAL 15T FLR DOOR 5.1 . 11-01, :2) HEAD a TYPICAL IST FLR CLOSET 5" = 1'-0" 5 HEAD a TYPICAL 15T FLR 0.0 5., I.-O" (4) HEAD a TYPICAL 5/4"PANELING 5.. 1.-0.. HEAD a DOOR 105 RIME I 4j I V - j- I • I I VARIES T Ij 8 FI TIL 41 STONE 5,H011IZR j FLU5H CURB EYOND WOOD FLUSH 1,40op SADDLE PLU5H PUSH D MOOD HAN CLIPPED SADDLE y ADDLE In STONE TILE cl ,a !-D ID ID ID In ID < < 6 SILL o TYPICAL IST FLR DOOR -01. SILL a TYPICAL IST FLR CLOSET -01, SILL a TYPICAL IST FLR C.O -01I q SILL a TYPICAL 5/4"PANELING 5" = I'-0" 10 SILL o DOOR 105 11-0" ZO Z 414 - 44- 4j' 4 'n 0 bf-A IFNIN15 ---------- D ROUGH ROUGH • NOPE • OPENING PENINS > —tl ?-4 M'K 11 JAMB o TYPICAL 15T FLR DOOR JAMB a TYPICAL IST FLR CLOSET 51, 11-0.1 15 JAMB a TYPICAL 15T FLR CO V. 11-0., 14 JAMB o TYPICAL 5/4"PANELING X.. 11-01. 15 NOT USED I. 09125A7 A51-42 osnOm PWR401AQk-k4-_ R 15104 5_ LINE Or WAINSCOT BELON LINE OF 44- AAINSWr CAR ROUGH 41 OPENING H > ROUGHING MING OPENING 7-- 7tt INTERIOR DOOR WEST BEDROOM YtAIN5W jsroNE DETAILS 2014 204_j LINE OF CURB AAIN51- T DEYON-/ 12RM CL CAP Ib JAMB® 2ND FLR BEDROOM DOOR 1'7 JAMB®TYPICAL 2ND FLR B 5.. I'-0.. 5.. 11 A-509 -01, LI-5) NOT USED JAMB o DOOR 105(SOUTH) 3" L20) JAMB a DOOR 105(NORTH) -0.. Armand LeG arL eUr ARCHITECT R,Ck*H Ig ROUGH ROUGH R 511 OPENING (—�ENI116 OPENINGrj 1. DUr 9 - HAEFELE JUNIOR lk OPENINGV-5�' II. lk 1 5;.1 1. 120/A HAAA S'I 7-1 5LIDIN5 DOOR RETURN VENT HVAC,RETURN VENT N, Y-k.N,,Y,.,k 1(1010 PANEL (FOR PANEL L (F '!��__PANE TILE CEIL.IN6 RETURN OVER DMI15N.5EE A-51 v�BlrN,5M A-5 �7, W 7'-Ill'Ar WONDER-BOARD AFF71-11� A I AFF iv I'FL 7 2j- IIS' 21. AoRO.<,H 14 PENINrl PANEL AC 5PIN&TO MATCH SPACING AT PANEL SPACING TO MATCH FI LD TIL DooR5 I&NrD 5FACIN&AT VOOR5 CA5111r, TRIM V 5. L no I HEAD a CASED OPENING 105 all 1.-0.. HEAD a DOOR 110 5.1 11-01, L5) HEAD o CASED OPENING 109 EV 1.-0., BEAD E:-AF;U;l Z h4 HEAD a CASED OPENING Ob10 HEAD a DOOR 105 51I'-0"I. WAIN O�� suBWAYI 4;' -A TONE!CASING JL J- 4j- IM ANDBASE I 1- 21- j 5TONE o",z WATERPROOFING TERRA TERRA F WE'5TONE _V MEMBRANE CA --— LEAD 11" FL" COTTA �oT rA WOOD .[ ,,,v 5TONE I J]Q FLOOR FLO.I' SADDLETILE F HEX TILE FIN STONE HEX TILE FLOORING Loo FLOORING TlIr PLYWOOD p D PLYWOOD 5USFI-olp 915FLOOR4 SLOPE TO DRAIN S. i—nRs A L(l) 51LL a CASED OPENING 105 51, 1.-0.. L-7) SILL a DOOR 110 a sill a CASED OPENING 10-1 5.. I'-O" cz� ALIGNED ALIGNED LINE OF STAINLESS STEEL COUNTER BEYOND LIKE OF EECK PANEL 5PAI-INr,TO MATCH PANEL SPACING TRY 5PACIN6 AT DOORS TO MATCH A`_IN6 CABINETRY,BrLopq 0 z 5PACING AT 44- 14. C) w DOORS EEGK "EI 1ARD Z51: AR. nAitt4co;,,7, 1,1 IN5C.OT CD _IL a rq> 0 �Y" FLUrH BORDER FIND STONE FIND STONE w ROU&H j HEX c, ROUGH OFENIN& FIN= "ID STONE X TILE OPENING TILE HE z FLOORING _p PLYAOOD 9 SILL a CASED OPENING 106 V. V-01, 10 SILL® DOOR 108 rLooRIN6 5U6FLO?R WD 34. 2j LINE OF 5TONE F".4 44- COUNTER BEYOND 44- • VI LINE OF EEOK CABINETRY PTYa TO MATCH CABINETRY DOORS ;l)N II JAMB CASED OPENING 105 5.1 _01. 12 JAMB a DOOR 110 1.-0.. 15 SILL o CA5EP OPENING 108 1.-0., 4. IN T, k4 LINE OF LIKE OF WAINSCOT1,11AIN5WT I L NE OF TINlOUS 05/10/1-7REV1510N 5 BELOWBELoA STONE 5 5E STONE SEAT 4N 5;. 1 " LINE OF LINE IF KAI.T 5F*E_L"TILE E`_ KAIN5COT CAP FACE OF LIKE 0 CONTINVOU5 4" CAP FACE Or 5TONE 5A5E 5FLO" STONE CURB STONE CURB 5UBKAY ROUGH FIELD TILE F4N OPENING DA5KET-HEAVE — — — — — — 5TONE TILE BACK5PLA-S44 7: IFI ROUGH R,A�&H ROUGH OPENIN& OPENINGVPENIN6 x ROUGH — — — — OPENI" LINE OF LINE OF "5 ;a cA51N& WAINSCOT INTERIOR DOOR 5. I OF VIF TRIM > LINE OF LINE OF HIAIN5COT BELOW LINE Or CASING BELov, BELOW HAII45W TRIM ABOVE ABOVE DETAILS LINE OF BELOW LINE OF WAINSCOT CAP WAINSCOT 44" j LINE OF LINE OF- CAP WAINSCOT WAINSCOT CAP CAPT 6 2111.1, Mil� A-510 JAMB-DOOR 106 511 - 11-01, 16 JAMB a CASED OPENING 105(SOUTH) 5" 1'0" 1 JAMB a CASED OPENINGS 105 4 lCiq 11 r14) JAMB o CASED OPENING 106 �= V-W r15 -01. 18 JAMB®CASED OPENING 109(NORTH) 5" = I'-O" RETURN AIR Arm.nt eGardeur I� PLENUM(FOR REN AIR PLENUM(FOR RETURN AIR PLENUM(FOR A K (: 11 1 T E C T PANEL DESIGN,SEE P DESIGN,SEE A-5151 Z::::_PANEL DESIGN,SEE A-5151 A-5151 T MILLWORSUSPENE }PnSUSPEND MILLWORK s ; RAISED SECTION FOR LIGHT ' 3rd PANEL BELOW RETURN AIR PLENUM AS 7 W,"2 j BELOW RETURN AIR ' . ; , 2nd S-, Fl„�r g FIXTURE BELO ° ` INDICATED PLENUM AS S gg"Ig"99 :p g• I " 5 9 INDICATED I$ 5#. "I 3�� I I'_-1 }" 3. , 9 " IN,.Y. k,Nr Y,�,k 10010 8" 4 " 2 �ING Te1212sh 1 2n77 Far.12-l61197t ROUGH OPENING ROUGH OPENING 3'-44" { ROUGH OPENING 3 _--STA R.11 7 # v TO BA5EMENT I'-Ili'AFF " T'-Illj"AFF n' ®IST FL ®ISS FL - •IST FL I'FL r _ • -P� 6. 1.-,. PEN 7 44 1• MILL OWORK PANEL SPACING TO MATCH I' B SHELVING BEYOND SPACING AT DOORS I I I I I I HEAD®DOOR 106 5" = 1'_0 2 HEAD®DOOR 101 3" = 1'-0" r5D HEAD® CA5ED OPENING 104 I I I 1 I I I I I � I PANEL SPACING TO MATCH i, SPACING AT DOOR5 1 L— ----------- - r STAIR.11_ P Y TO BASEMENT W W N Q � � V) Q 4 SILL®DOOR 106 3" = I'-0" 5 SILL®DOOR 10 f 5" = I'-0" b SILL®CASED OPENING 104 3" = I'-O" W 7- 0 4#' z _ _;Q �d) _ ROUGH OPENING I'-10 I LINE OF BATHTUB O C z BELOW L7..1 LINE OF FINISHED OPENING ABOVE M O IN LINE OF CERAMIC, \ BASE BELOW �1 _ - 5" "SUBWAY FIELXbD TILE O LINE OF WAINSCOT T, Yilm n n uilal mry -M GAP ABOVE II 99 I Q _ — I 31.. T• ALI ��.pAGING AT DOORSTO MATGH 7 i m L-1) SOUTH JAMB®DOOR 106 5" = 1'-0" 8 SOUTH JAMB®DOOR 101 5" = 1'-0" Q HEAD®DOOR 206 � � P .{ = 03/39/11 A51-42 04/10/11 ASI-48 4j• 1114" 05/IOA1 REVISION 9 1"7 I5. Il. 41 6 4 77 m ALIGNED n n yym PANEL SPACING TO - - N MATCH SPACING AT DOORS _ FLUSH STONE gyp 5ADDLE IN FIND STONE yym Y STATUARY WHITE ZANZIBAR MOSAIC O m MARBLE TO TILE FLOORING �0 m MATCH WHITE MARBLE AT TILE PLYWOOD _ c+ FLooRING SUeFLOOR INTERIOR DOOR "a — — — — — -- ---------- vIF DETAILS 414' 4 - = - A-511 10 NORTH JAMB® DOOR 106 3" = I'-O" II NORTH JAMB® DOOR 101 3" = I'-0" 12 SILL®DOOR 206 3" = 1'-0" 13 JAMB® DOOR 206 ArmandLeGardeur HVAC RETURN VENT HVAC RETURN VENT HV21,16-Pip C RETURN VENT A R C. H I T E 1. T ABOVE PANEL ABOVE PANEL ABOVE PANEL (FOR PANEL (FOR PANEL ROUGH (FOR PANEL ROUGH DE516N,SEE A-5131 DE516N,SEE A-513) f, OPENING DESIGN,5EE A-5131 OPENING h PANEL TRIM TO MATCH 3' PANEL TRIM TO MATCH TRIM AT DOORS 7-Y,,nd Srr Y k 10010 �]ew Y��rk.N.w y„h 1M71J TRIM AT DOORS � TcI:IL;Fl�97i Fa._I:.-sel l9;e ¢ 1 FRIDGE Wi0 n iv yym y OiIO iv PANEL TRIM TO MATCH ENCLOSURE TO TRIM AT DOORS 'r BE SUPPLIED I�' 3.-✓<'1 -{ry 3. IS _ '1 l'-II�"AFF Ig 5.4- r--- try I II#' 3. 18 10 l'-II}'AFF BY EEGK r— ®KITCHEN • o °T FL COLO ARCHITECTURAL GOGO ARGHITEGTURAL 21. 15. 1• IJ4• GRILLE GABOO-5 GRILLE GA600-500 111 I'-699 '2] SS 8' 4' 23„ T194• N PANEL TRIM TO MATCH PANEL TRIM TO MATCH N I �" 4� N 2'_O•• �' S 3 66 TRIM AT DOORS TRIM AT DOORS PANEL 5PAGIN6 TO MATCH AD-IJ5TABLE SPAGIN6 AT DOORS OPEN _r1 5HELVIN6 I HEAD®DOOR 112(EAST) 5" = V-O" 2 HEAD®DOOR 112(WEST) 3" = 1'-0" 3 HEAD®DOOR 112(NORTH TO SOUTH) I I I I I I I I I I I I I I PANEL TRIM 1 1 1 1 I TO MATCH 1 1 1 TRIM AT 1 DOORS 1 1 1 'M HAEFELE•262.39.105 SCREW-MOUNT SHELF SUPPORTS AND M051.45.004 �ry THREADED DOWELS(TYP) AL1 NED I "1 I'-6 ALIGNED 2 I5. 5 -2• 5 I• I1. I . �• 6 33 2@.I 1.19. 1;:"l 4✓� 2-0" 6 4 6 4 /ADJJSTABLE P ! OPEN P FRIDGE SHELVIN6� ENCLOSURE TO BE SUPPLIED 17 JL _J w r—i Qa ~ 4 SILL®DOOR 112(EAST) 3" = 1'-0" 5 SILL®DOOR 112(VEST) 3" = 1'-0" b HEAD®DOOR 112(NORTH TO SOUTH) 5" = I'-O" C� HVAC RETUV RN ENT ABOVE PANEL Z (FOR PANEL C W r=1m DE516N,SFE A-513) _ll iv PANEL TRIM TO MATCH d 6 5 .} ' TRIM AT DOORS _^ N ACCURATE A CURATE T-113"AFF B.tin 3. �` -111-11J.All HARMON HARMON I - J HINGES HINCE5 L J •Is+FL _ e KITCHEN I I I I I I I I I i�• I^ r-1o• I" j' I I I /ADJUSTABLE II II II II _rFN b I I I I SHELVIN6� I I I I I I I I I I r I I I I = 4 I I I I � - ^ / ADJU5TA6LE - z -I HEAD®DOOR 112(SOUTH TO NORTH) ��OPEN_ 4 5HELVIN6 / I I I I I I I I FRIDGE ENCLOSURE TO 05/10/11 REVISION 9 BE SUPPLIED BY EEGK 41 I I I I I I I i _J 1 21• I 7 1-02• c Y a � • in /ADJUSTABLE G OPEN — — — — — — — — — — .,f. SHELVIN6� INTERIOR DOOR DETAILS WA-512 LEI) EAST JAMB®DOOR 112 3" = I'-O" 9 WEST JAMB®DOOR 112 3" = 1'-O" 10 SILL®DOOR 112(SOUTH TO NORTH) 3" = 1'-O" ArmandLeGardeur 4'-:2" A R C: I I I T E C. T 1' 4'-0' mh{ RETURN AIR SLOT LINE OF FINISHED in rry JAMB Fl— N e York.New Y"rkJ10010 Te1212�5F I�;.ili f e:12.s61�l YC [1 rE _______ _ _ __________-___________________________________________________ LINE OF REMAINS COCO GABOO-500 LIGHTING III" ❑EIDDEI❑ODODDDOD❑❑❑D❑EDMOD❑00EDDDDDD❑❑❑❑❑❑❑❑D❑ LATTICE GRILLE W/❑DD❑❑❑❑ ❑ ❑❑❑❑❑❑❑❑❑D EI❑D D D❑EI D D O D EI D D D D D D❑❑❑❑❑❑❑❑❑❑ j }"Xj'PATTERN SIZE DIAMETER GORNELIUS FLUSH DEI❑❑EI❑D ❑ EIDE❑❑❑❑❑❑❑84,A[��]11❑DODODED000DD❑❑❑❑❑0D❑❑❑ Mwrr ❑❑❑❑EI❑❑ ❑ ❑❑❑❑EIEID❑EI❑OL� I❑❑❑EI❑DDO❑DDD❑DEIDDDODDOD❑ 1 i I �m DECORATIVE LINE OF FINISHED r -- FIXTURE TO BE ❑❑❑❑❑❑❑❑,❑❑ ❑ ❑❑EIDEIO❑❑EI❑E�HII]❑❑DEI❑DDO❑ODDEIDEIDD❑❑DDODD I GRILLE - - CENTERED ON ❑❑❑❑❑❑ _ EIDEI❑EIEI❑❑EI❑ ❑❑DDD❑❑❑D❑OD0❑❑D❑D❑❑❑❑❑ ( PANEL ❑❑DD❑DODO❑ ❑ ❑❑❑❑D❑❑❑❑❑❑❑❑❑❑❑❑❑D❑❑DDD❑DD❑❑❑❑❑❑❑ , I �, DDDDDDDDD❑ ❑ EI❑❑o❑❑❑❑❑❑❑❑❑❑D❑❑❑EI❑EI❑EI❑000000❑00000❑❑ to M„ I ❑ODDDDDDD❑ • ❑DEI❑EI❑❑❑D❑❑❑❑❑EI❑❑❑o❑EI❑EI❑❑EID❑EI❑DD❑DDDD❑ I�) t Q fV D I n _ N 4" ` IF O ry I it LOCATION Or ///WIDE RETURN AIR / SLOT 8 7 LINE OF FINISHED I HVAC RETURN GRILLE PANEL®CASED OPENING IOb 5" = 1'-0" I 41 VEILING RIM AT VESTIBULE 109A m LRETURN AIR SLOT — — — — — — — — _ — I r T l 2 HVAC RETURN GRILLE PANEL®VE5TIBULE 109A LINE OF FINISHED Aa JAMB r t ry F•i� W � --- -- -------------------------------------- f1 - LOGO GA800.500 ❑❑❑ ❑❑❑DOD❑D❑❑DDDODD❑ODDDD❑ LATTICE GRILLE W/ EIEI❑ ❑❑ D0 0 ❑1,1001-1❑D❑000EDD00DD 0 L I i }"Xj"PATTERN SIZE [UJ Q E DEHE❑ ❑DEI❑DYAPDOED❑❑D❑❑DDD❑ ; AQ ../ �- ED DD❑D❑ ❑EI0❑000❑00DD0❑ bRILOF FINISHED ry {l) 1 CL W ❑❑❑ ❑ ❑❑❑Ct3 1 ❑❑❑❑❑❑DODO❑ j-' I — — — — — — — —LEz ❑❑❑ ❑❑ P]❑❑❑❑❑❑❑❑❑❑❑❑DDD❑Oin D❑ cn 1~ ❑EI❑ ❑ ❑❑❑❑D❑❑❑❑❑❑❑D❑❑D❑❑DODO❑ �- ❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑DODO❑D❑❑DD❑ 10 LINE OF FIN15HFO i — S. It ❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑ ❑❑❑DCli']1 '❑❑❑❑❑❑❑ ❑❑❑ ❑EI❑❑❑❑❑❑❑ S• CEILIN ❑ ❑❑ G TRIM AT 1 O DOOR 112URM An ❑❑❑DD❑❑❑DDODD❑ ❑ ❑❑D❑ L]❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ry GOGO GAHOO-500 LATTICE GRILLE A/ O ❑❑❑D❑DOD❑❑DD❑ 01341❑l�j�fJ'p,E}{�}@�❑❑❑❑D❑❑D❑❑❑❑D❑❑❑❑❑ }'Xj"PATTERN51ZE rT lily �aEID❑❑O❑❑❑❑❑OGJ� j❑0❑CIC7❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑DD❑❑❑ w n m I ❑❑❑❑❑D❑ODODE ❑DDO❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D❑❑❑ w ❑❑❑❑D❑❑❑❑❑❑❑D� ❑ ❑D❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D❑❑❑ LINE OF FINISHED EID❑❑D❑❑❑❑D❑❑❑❑ ❑ &_]❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D❑❑D❑ I GRILLE 3 HVAC,RETURN GRILLE PANEL®GA5ED OPENIN65 102 AND 101 5" = 1'-0" EIDODOODODDODD❑ ❑ L❑D❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑EI❑D❑❑❑❑ II L�Ml EE III ❑DDDODDODDOD0❑ 0EI11❑EI0❑EIEIEIEIEIEIDEIEIEI❑❑EIEI011EID01100 I "" ------------------- -- -----------------------------------------------I m L - - - - - - ---- - - - - - - - - - - - - - - -� ry 0512BA-7 ASI-42 LINE OF FINISHED yl JAMB 05AOAl REV15ION 5 0000 CA500-500 4 HVAC,RETURN 6RILLE PANEL® DOOR 112 5" = I'-O" _ ____________________________________ LATTICE GRILLE W I'XIj"PATTERN 512E ry ❑DDD❑❑ DDD DODD00 DD❑DDDD 0 LINE ORILLF FINISHED 1 I - {y'�I�q PANEL MOLDING TO COLO CA800-500 PANEL MOLDING TO ❑D D D O D D❑ ClC9 LSE3 El❑❑EI EI❑D D❑O D ° MATCH MOLDING AT LATTICE GRILLE YV MATCH MOLDING AT DOORS i"X2j'PATTERN SIZE DOOR5 �J ---------------------------------- ES 1'4• I "� 5„VIA INTERIOR DOOR VARI DETAILS A-513 5 HVAC RETURN GRILLE PANEL o DOOR 1095 V. = 1'-0" b JAMB o TYPICAL I5T FLR DOOR 5.. . 1'-O" "f JAMB® TYPICAL 15T FLR DOOR 5" = 1'-O" ArmandLeGardcur / A R C 11 I T E C T CCC DUCTWORK 7 " AS REQUIRED/ / 7 W, 2nd_.nd Srrnr,W Ho.r Nl Y—k.Nrw Y-k 1(V 10 44 T021LiSI A77 Far_I.;611976 �y OPENINb WIDTH LOGO ARCHITECTURALID CAI00-D LINEAR BAR m m� u1 Q Z-VAG DUCTWORK GRILLNUM E ALUMINUM K AS REQUIRED 7 PRIMED WiITE, PAINTED TO MATCH _ �; O; _ MILLWORK 49, 1. 4' I. 49" 3 6 GORE WIDTH 8 4 44 I•-Ij" COGO GA-100-0 6RILLE IN ALUMINUM PRIMED WHITE I NOT USED 23 WALL SUPPLY RETURN GRILLE®GL IIT CORNICE TRIM 6" = I-V r-5) WALL SUPPLY RETURN GRILLE® LIBRARY 204 BOOKCASE HEAD b" = I'-O" VAc / M CCC pUGTypRK 7 AS REQUIREv/ LOGO GA-100-8 6RILLE GOGO GA-100-8 6RILLE COLO GA-100-8 6RILLE rm / IN OIL-RUBBED BRONZE IN OIL-RUBBED BRONZE IN OIL-RUBBED BRONZE 46 I, 3d L443. 13, 3�, I,� �I , 43,E 2a. �. Li, 43„ 13. Q 7 Ib �9�. 2 1' �8�'I ff I6 IB li.. GORE WIDTH GORE WIDTH _ CORE WIDTH aW _ COCO ARCHITECTURAL tel. 51, g�" GA100-D-L-BEAD OPENING WIDTH OPENING WIDTH OPENING WIDTH LINEAR BAR 6RILLE r'1m ALUMINUM PRIMED / WHITE,PAINTED TO nVAG / MVAC '''JJJ MATCH MILLWORK DUCTvioT g1OGRl W W LLL A55 REGUIRED� LLL AS REQUIRED/ CCC AS REQUIRED/ 4 FLOOR SUPPLY GRILLE®WOOD 4 BOARD BORDER 6" = I'-O" 5 FLOOR SUPPLY GRILLE® WOOD 3 BOARD BORDER b" = I'-O" 6 FLOOR SUPPLY GRILLE®WOOD 2 BOARD BORDER 6" = I'-O" LT) WALL RETURN®GYPSUM BOARD C-. W � STAINLESS STEEL Z KICKPLATE BY EECK V �.. COARCHITECTURAL O O z LO CAIOO-O LINEAR BAR 6RILLE �1 ` GOGO CA-IOO-B 6RILLE GO-0 GA-100-0 Q IN STAINLESS STEEL 6RILLE IN STAINLESS STEEL SATIN FINISH O ARGHITE SATIN FINISH uYrO CAI00-D LINEA BAR 0 O 4j" I�" 3�" 6RILLE IN1M PR ITF, __ 2 2 RK O / PAINTED I TOD 4ATCH M+ O 3, '141 K Z / MI AS REQUIRED RK s T T 44 GORE BWDTH 3 CARE BWIDTH Z" � �jy .n GGG HVAC DUCTWORK h� AS REWIRED O s OPE NING WIDTH _ • OPENIN6 WIDTH [[LLL p1;GTY/OR11 '''JJJ �PIGH=R. '''777 ,. AS REOW;R AS REQUIRED/ ` 8 FLOOR SUPPLY GRILLE 0 STONE TILE / 6" = 1'-0" 9 FLOOR SUPPLY GRILLE® STONE BORDER / 3" = I'-O" 10 KICK SUPPLY GRILLE®STAINLESS STEEL KICKSPACE 6" = 1'-0" II KICK SUPPLY GRILLE®MUDROOM BASEBOARD b" = I'-0" 0915CA-1 A51-44 2%/10/1'1 REVISION 9 HVAC GRILLE DETAILS A-514 12 NOT USED r,5) 3 NOT USED 14 NOT USED 15 NOT USED ArmandLeGardeur A R C Ell T E C T q v 7 Wer,22nd IS 3rd Fl,-.,r N—7,rk,t:—Y-k IODIC` Te12125812577 h,'Q 5811076 C� rr. I I Q ma oVi I0 0 "+ my Q mlmv a a 11117 � m m • • r m � � I b n w j / 1 oj P o ~J ' j 11 II 2'-41' Y-411" Ii" 11 r-b�- r T l Q EO EO i i W o � ry � O rz ow NORTH FST � p 0 I 103 ENTRY HALL/209 HALL. NORTH AND EAST INTERIOR ELEVATIONS I/2" = 11-0..; w w Cr PRICIIN 4 CONSTRUCTION 15511E 4'-311" 1 06/2bnb GONSTRIIGTION \ / I lOn4nb REVISION I / IInTn6 ASI-19 m 1 2 1O1 m O3 W REVISION 2 Ld REVISION 9 O �,, ® O ® I 0 S O O EO EO 7 m INTERIOR NORTH CAST SOWN re.T NORTH CVT SOWN VEST ELEVATIONS A-601 2 101 VESTIBULE INTERIOR ELEVATIONS 1/2" = 1'-0" 3 102 GLO5ET INTERIOR ELEVATIONS 1/2" = 1'-0" ArmandLeCardeur A R C H I T E C T P q 7 W..r 22,,.1 St—t.3n .,or N—York,N"York 10010 W 2125612877 F.2 12 5811976 Q D3-6 T D�-6 O in tMf At m"I< At m EO O - m in 4' 4' m m I -IjIS�I -I'S�I � I17�I w �D I ✓"{-I ✓�-I ED I D v U i � � z JagLwW Q g ° C] D E m = r w z rte--11 re O w Sor VesT O vrN r--� p � O I 103 ENTRY HALL/2041 HALL. SOUTH AND WEST INTERIOR ELEVATIONS w ovnenb cO�rwlcnoN m �® 103 m ®� �® Ioy lOn4n6 REV1510N1 fF� v c Iln'In6 ASH3 REV1540N 2 0 11 '1 RCVISION 5 4 ® ® o EO Im m m NMTH EMT SoliN re5T NORTH EAST 50M re5T INTERIOR ELEVATIONS A-602 2 104 HALL INTERIOR ELEVATIONS 1/2" = 1'-0" 3 105 HALL INTERIOR ELEVATIONS /2" = 1'-0" ArmandLeGardeur A R C H I T E C T 7 W—22nd S,,—,3rd H,.,,, N—Y-k,N—)-k 10010 Td 2125S12877 F.2Q 581197 I'-il CC rC I'-II EO EO EO EO m m m m lip rr rt NORTH GUT EO EO O rf-, U Zn I- © H-1 po �/ v' o Q w 7— EG EO EO " Eq EO EO EO I.". m / z /) m t] 0 m m O O z W re ~ O 50UTH PEST 1� O 108 STUDY INTERIOR ELEVATIONS 1/2" = E-O 2 NOT USED w w GRILLE FOR BATTIROOMREMOTE EXHAIJ5T FAN 4 EO EO OATH/ ', m �0 Y - 7r AoA5 PRIGINb 19511E q O \ /28/16 R"541bIGTION ® O10/14/16410/14/166 REVISION I / < - I1MA6 A51-I3 (C \ EOE O/IT REVISION 3 m > I EO EO F O A a O 4 NORTH e"T SOUTH YE6T NORTH E"T som VCST INTERIOR ELEVATIONS A-603 P) 106 CLOSET INTERIOR ELEVATIONS I/2" = I'-0" 4 IOl BATH INTERIOR ELEVATIONS 1/2" = 1'-0" ArniandLeGardeur A R C H IT E C T N—York,New 7rork 10010 rf TI 2125812377 F,.'l:W 197 N o1w I L--L---Jl F- rl NORTH EAST NORTH EAST rt s T. q- I T Z-106 I 00 0-4 0 ALI 4" T EO EaEf. cf., w LU 0 W () " g SOUTH V05T 50VT14 Ya5T r1011 PININ&ROOM INTERIOR ELEVATIONS 1'-O"DINING IOIA VESTIBULEi) 0.. 0 CUSTO" lD7-7 rR CONFIRM 1- T IN FIELD Ab GONSTTCIGTION IIO 10/14/16 REVISION 101116 ASI-15 r,14ERRT VA K QW9844-FIMASWH-71 '1.:4 5 w4!+1;Cll,T, et�QA'l 5ZVI9�10"5— IEN 44 0 I I 114 11 Irl I I I El Ul I CUSTOM HAMMERED STAINLESS STEEL COUNTER NORTH EAST Sm YeST INTERIOR ELEVATIONS A-604 r3 ) 110 MUD ROOM INTERIOR ELEVATIONS r4) NOT USED AnnandLeGardeUT A R C H IT E C T 7 VO-r 22nd`;veer.ird For II' N—York.N-}cork 10010 Q O Te1212-SEI 13ii Fn>.I:SBII9;6 / 0 E ____ ____ _ __ __ X ENOODT a � NO" P i TILE TILE TILE 13ACK5PLA5H BACK5PLA5H� BACK54-I 1 - L——— n / n 2}'24' 21j'24" 21j"24" 5TAINLE55 �C NORTH GST EAST STEEL FACING AT KICK5PACE O_ ATI an. reg m I I o PBA.CKSPLASH N II TILE SOURi BAGKSPLASH-2 O0 vl a[Fa1&Aroa o sTEELNLF"INS Q- - D AT KICK�AGE W W _ J MI RO z 2�j 253j" 5TAINLE55 �--' re YET / ATEKI- ACIN E O C w K3T O I 112 KITCHEN INTERIOR ELEVATIONS I/2" = I'-O" 2 112 KITCHEN ISLAND ELEVATIONS w FOLDINS IRONINS BOARD CABINET �D SECURITY SYSTEM KEYPAD m nonFIe PISSUED 6 CONSTRUCTION lon4n11 10N a 1 E 10/1 A51-IB I ,�{j,J ry Q r 0/117 REVISION 3 o m ® O B O �C in EO EO EO EO n m m n HAMMERED STAINL 2j'24" STEEL CUSTOM Cr COUNTER t SM001 STAINLESS INTERIOR INLAID SINK STEEL FAUNS ELEVATIONS NORTH EAST AT KICKSPACE SOWN YMT A-605 3 III UTILITY ROOM INTERIOR ELEVATIONS I/2" = 1'-0" 4 NOT USED ATmandLeGardeur A R C H I T E C T 7 W—22nd S 3,d Flu, N—N-k,Nea Y—k 10010 Td 212-5812377 F.212591 1976 OF OF DOO DOOR M T Q ALIGN Q 113 113 m O \ EO EO 7 // \ C�6F1 NORTH 7- LUw w z rz O oz w �--� C oG "T n w w h ry IIYm yym m /10/17 PRICANS Issm 06 6 OON57FL1GTION /14/16 REVI54ON 10 I 11/17/16 A51-13 V121%"A6 A51-16 17 REYI51ON 7 T REVI51oN 9 5OVrH YMT INTERIOR ELEVATIONS A-606 11) 113 SCREENED PORCH INTERIOR ELEVATIONS I/2" = I'-0" 2 NOT U5ED ArmandLeGardeur A R C H I T E C T 154 INVISIBLE 5PEAKER5 7 W,,22nd Sm ,3rd R.- I— Vew York,h'ew lrnrk 10010 Te1212 iF128ii Fu 21::5811916 III ISI SIJ Q-1 m II S ,I CO I EQ EQ I EQ rt rr cr ionm 2� EQ 11 EQ 2-b • ii ;44 i m m NORT/ Nq EAST rt re T 77 E11777T, 1, 7771 V)I [I 2ffjjj[ All O O O ] N I W 7'- o mQ EQ ® ® ® m0 EQ 4 Ea Ea ® �/ \ / \ / � z m O Z O SOVTF/ PEST O\1 I 114 LIVING ROOM INTERIOR ELEVATION5 1/2" = 1'-0" 2 NOT USED w w '4.AT 3 6/16 coT�TONSTb 15511E aI;WnoH 10/14/16 REVISION 1 II/17/16 ASI-15 m II0 rt1 ICT II9 fr Il 0/17 REVISION 9 V m ff Q _Ip O ® O O 43 m m NORTH EAST a rEST� NORTH EAST SOUTH YEST Ce INTERIOR ELEVATIONS A-607 3 115 CLOSET INTERIOR ELEVATIONS I/2" = I'-0" 4 116 HALL INTERIOR ELEVATIONS 1/2" = 1'-O" ArmandLeGardeur A R C H IT E C T OF OF OF WINDOW WINDOW WINDOW �C � 7 Wrsr 22nD 1-er,ird Fl,.,,, New Y-k.lam—)-k 10010 Te1212.5812877 b.'IZ.581191E I T Lj tEl 4 CL EQ Ea fill" k in EQ EO / EQ 3'-9' 3'-9° EQ / 3 ' m D�vArN m m m ��vArN m m fr EAST [e (r CC WG`iT 118 MASTER BEDROOM INTERIOR ELEVATIONS W or U FM III, WINDOW O� -49 l �1 w o o // 0 O 33 ° w EQ Q i EQ O w m 4 4 � W �ry 1 W � O O Q EQ m W m NORTH EAST NORTH EAST NORTH EAST GRILLE FOR REMOTE BATHROOM EXHAUST FAN EOE EO ari � my = 3.14. r �C _ 0"1/10/13 PRIOINS 155UE O / 10/1!38 O REVISION TION CC / 11/17/18 ASI-19 1 nJ I - eSAOA'f REVISION 9 o IV 4 < - = a r m \ em - 0 INTERIOR ELEVATIONS - SOUTN PEST � SOUIH WEST SOUTHWEST A-608 2 Ill MASTER CLOSET INTERIOR ELEVATIONS I/2" = I'-0" 3 114 MASTER BATH INTERIOR ELEVATIONS 1/2" = 1'-0" 4 119A SHOAER INTERIOR ELEVATIONS I/2" = 1'-0" ArmandLeGardeur A R C: H I T E C T rC WIOF NDOW NDOOF 9I• WIW Z �-O" 7 W—Zind Scrrrr,3rd Fl,,or N—York,N-7-k 10010 T,12125812S77 F.J,581 1976 1 0 E0E47 EQ E:ll EQ EQ O O 80 ml NORTH EA5T NORTH EAST 2'-0• 110 �C w D 0 D0 p O O cr EQ EQ -2 • EQ EG7 //'I EO ER \ m EQ EQ O >.., m c, W • OiO W z, T- Cr Ir rt O oz 5017TH PAST SOUTH PEST W 01 C M O I 201 GUE5T ROOM INTERIOR ELEVATIONS 1/2" = I'-0" 2 204 GUEST ROOM INTERIOR ELEVATIONS 1/2" = 1'-0" T r Fw1 v � v _ m / m \ \ 0',l3B/I6 0011rTTd1GTION 10/14/16 REV A5ISION I n 11/17/10 1-19 m m OA7 REVISION 5 O NORTH EAST SOUTH PEST NORTH EAST SOUTH re5T INTERIOR ELEVATIONS A-609 3 202 CLOSET INTERIOR ELEVATIONS 1/2" = 1'-0" 4 205 CLOSET INTERIOR ELEVATIONS I/2" = 1'-0" ArmandLeGardeur A R C H I T E C T 7 Wesr 22nd St t,3rd Fl,,,,, New York,New Y—k 10010 i Te12125812S77 F.J25811976 rt Fro] O b_------- _ ®o m NORTH EAST SOUn4 ME5T I 205 HALL INTERIOR ELEVATION5 1/2" = I'-0" 7-1 NOT USED 1-0 5HARED GRILLE FOR T HVAC SUPPLY AND v - REMOTE BRAN ROOMEXHAv U �q Irt IT ww - z Y � � / Q � W ElE �.-4 � C) NORTH EAST ¢OViH MIST O w 3 206 BATH INTERIOR ELEVATIONS 1/2" = 1'-0" 4 NOT USED q OF MUNDON ons PwuN615suE obn8/16 CONSTRUCTION 10/I4A6 REVISION I HA1116 A51-I5 OAA REVISION 5 �4 m � / 0 0 ER EO Q EO EO I- EO EO m m m m INTERIOR NORTH eASr rL resT rr ELEVATIONS A-610 20T STORAGE INTERIOR ELEVATIONS I/2" = 1'-0" b NOT USED Armand LeGardeur A R C H I T E C T • I I I I 4 I I 7 Wrsr?2.,J S,—,3,,1 Fl,.,,, —w N -k,N—)irk 10010 n TJ 212SEI 2977 Fax.I.S 11 76 I I I � I I I I I I I I M I I p � I I I � I I � I I O EO EO Eq EQ EO EQ � I I m m m NORTH EAST q Oof NIF I I I I I I m I I W I I I I ♦rte w 7- Q Eq IF O O ry �r'raT W W 7- 7- Cr wCr O 4'-4�' EO EQ 2 4._, ' I i I � O I I m © w 9OVrH rE5r I 211 DEN: INTERIOR ELEVATION5 I/2" = I'-0" 2 NOT U5ED 1'-Oj" I'-03" YAON ViI OF ' FA-16N-i �ALIbN� O'1AOA5 PRIOINS ISMS 1 Ob/2H/Ib GOTL57RI1GTION 4.120' 4"iW" x 10/14/16 REVISION 1 ri RETURN A AIR RILLEAT SOFFI 11/1"1/16 ASI-19 0/17 REVISION 9 To EQ EO EO EO EQ EO b 6` EO EO �EQ EO 7 Eq EO 6' �D -2 EQ I EQ I JW EQ l'-II' EQ ® o INTERIOR ELEVATIONS rt NORTH EAST SOVrH MIST A-611 3 204 LIBRARY F I N 1 S H S G H E D U L E ArmandLeGardeur A R C H I T F C T ROOM INT FLOOR WALLS CEILING BASEBOARD CA6IN5 OORNIGE MILLWORK WUMTERTOP SPEUAL ITEMS REMARKS NO. NAME 8-EV MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL ITEM MATERIAL DETAIL 2 19511 NAT.RAL RED CEDAR I FAINTED VStBATU( ] I 6 ERT ENTRYPORCH BLLEaTONE PAVERS NOE PAINTED VERSATEK PAINT®VW4ATEX NUE MIONE A-4U A-402 GH64OLM A-401 FI.AMM A-4U A-504 A-402 7 W-,22nd 3rd Fleur Id FOYER 2 STAINED MOOD PLAMM 1 6YPSW DDARD GYPSUM BOARD PAINTED MOOD T FAINTED WOOD 15411 PAINTED YIOOD NONEHU! A-601 A-712 A-1. �. A-Tas N—York,Neu 1-k 10010 Tl 212 561!,q77 Fax:12-581197b S 1 14 102 CAOSEr STAINED WOOD FLANGE OYPSW BOARD 6075MI WARD PAINTED PIOOD PAINTED WOOD NOW PAINTED WOOD 51ELF NIDE CI.OTE9 ROD FOL191lD OIINOME A-601 X-106 A-102 A-703 1 4 12 SIM 1 I642D 5/4 IDS ENTRY HALL STA198D WOOD MNC9 PNNTED FWD PAM—N6 6YPSIM BOARD PAINTED WOOD PAINTED WOOD PAINTED FOOD NOTE TYRE A-WU2 A-1I2 A-102 A-7O2 A-105 .47027 7 71 2 1 1 15411 2 104 HALL aTA1H®PIOOD RANC4 6YP".A.M BOARD 6YPBM BOARD PAINTED 14000 PAINTED WOODPAINT®WOOD NOTE NAE A-602 A-712 A-702 A-102 A-103 71 7 5 1 7 MIO 2 105 HALL STNV 61TLM WOOD PLAMM SBOARD OYPSUM BOARD PANTED MOOD PANTED WOOD PANTEDWOOD NOME NONE A-602 171] A-102 A-702 A-102 IDS OLOFEf 5 STAINED ADDED PLANKS I OYPSIM BOARD GYPSUM BOARD 11 PAINTED WOOD , PANTED POOP14 NONE PAINTED WOOD SFBl NONE YAOfXF9 ROD POl.15FED OIIROME Ar605 A-106 A-102 A-10a ZZ 12 51M Z?9M Ib ZO 3 SHOPM CERAMIC TILE, 101 BATH A,605 A-112 TILL A-71] 6MPRSM 80 ABOVE A-703 6YPBIMI BOARD PAINTED YIPOD ,4703 PAINTED"000 1702 PAINTED MIOOD 1703 HOLE NOME 9HWIER ROD POLI9ICD GiPOME 2 1 154 n IDS STUDY STAINED WaDID A.AMM OYPSIM BOARD 6YP•JRA BOARD PANTED MOOD FAINTED WOOD PANT®WOOD NOME NYRE A-605 A-112 A-102 A"m A-102 109 DINING ROOM 1 STAINED PIOOD MAWS 5 FRIM®WOOD WAINSCOT, II 011-"BOARD PAINTED WOOD 31 PAINTED WOOD 1541 PAINED WOOD 5 PAINTED Ploov I NONE A-604 A-112 OYPBM BOARD ABODE A-704 A-102 A-'103 1102 A-907 2 1 I�Jp 15411 2 56 PAINTED MOOD SILVER C"INET WITH PACIFIC SILVER 104A VESTBUL STAINED MDOD PLANCS NONE PAINTED MOOD PA ELIN6 MOTE PAINTED WOOD PAINTED YIOOD PAINTED WOOD NOC A-604 ^-106 AANVO A-105 A-702 1700 CLOTH LINERS BEHIND DOOR IM 5 I WD BEADSOARD MA 7 I 23 SIM 16420 4 IIA.M9 BlED STAIN4.� 1-1 110 FW ROOM TERRA COTTA TLE5 PAINT®WOOD BO,ARDIN6 PAINTED MOOD PAINTED FOOD PAINTED WOOD PAINTED WOOD A-604 A-106 GYP51M BOARD ABOVE A--105 MHOS M70Z A-102 A-702 Ste' 1115 5 I 1 22 SM 14416 2 SIM HN?OED STAIN ESIS 641511 III UTILITY TIERRA OOTTA TILE5GYPSUM BOARD PAINTED PIOOD BOARDING PAINTED MOOD PLANTED WOOD PAINTED WOOD PAINTED MOOD 9EADBOAD BACK5PLASH 4 STNMLLSS STEEL KIO ACE A-605 A-105 A-11 A-102 A-703 STS A-115 1,2 I 1 15411 6 0 STONE CO.NIER ON P.LNID,STONE TILE 112 KITGOI STARED PIO�A MIKE61'P.AM BOAR FAINT®Y1WD BOARON6 PAINTED MOOD PAINT®WOOD PAINTED WOOD PAINTED MOOD STONE A-605 A-105 A-102 A-702 ^-102 AOOO BAOKSPLAW.STAXIS56 aTSM KWX.SPAC5 6 EM TZ RA41! BLLB9TUC PAVERS NOME NONEMED VERSATEX PAINTED VERBATL. MOTE NONESMI A-504 A-403I SCM/AMBa 10 I)II115 SCIRESm PORCH IXIfi9TONE PAVER! VER9ATEX BOARDING PAINTED YROOD BOAI®IN6 MIUE PAINTED VEBATEX PAINED VER4ATEX NOME NOME VELY.TEX PILASTER A-606 A-+lO, A-506 A-105 A-5oT A-105 114 LMN6 POEM STAINED HOOD MACS G^!P'JM BOARD6YPSM1 BOARD FRIM®Y100D PAINTED WOOD PAINNE ED WPDD NONOTE A-601 A-112 A-102 A103 A-102 5 1 4 A416 2 1,'3'4} 1� [�- IB CLOSET STAINED YIDOD P1.AKS 6YP2UM BOARD OYPSMT BOARD PAINTED WOOD PAINTED WOOD PAINTED YIOOD PAINTED MOOD NUE A-601 A-1067z 7z 1702 A-1D2 A-100 A-706 4 1 1 15411 2 116 HALL STAGED WOOD PL. OYPBM BOIJRD OYPBM BOARD ►LAMED W WO PAINED WOOD PAINTED WOOD NONE NOME rrr---111 A-00T M,IZ A-102 A-,OZ A-Tm 2 4 14416 5 1-6/15 In MASTER CLOSET STAIN®MOOD PLAMM OYPFAM BOARD OYPS61 BOARD PLANTED WOOD PAINTED WOOD ►ANTED WOOD FAINTED YIOOD NONE �.L.� A-606 A-106A-703 A-705 I 2 10 1 15417 I IM MASTER BEDROOM STAIN®WOOD R.AMM GYPSUM BOARD &MMM BOARD PAINTED WOOD PAINTED Y/PDD PAINTED WOOD NYRE NOPE 1600 A-112 A-1 1 A-T03 A-102 A-702 7 6 FAINTED WOOD WANSOOT 12 51M 22 SM 16420 2 W W IM MASTER BATH MAR512 TILE O17 UM BOARD PNM®Y10OD PAINTED WOOD PAINTED WDOD NONE NYRE SNOPEIR ROD P0.ISMED CHROME A60D A-T12 OYFSUM BOARD ABOVE A-702 A-102 A-,02 A-702 IM-A TONIET S MARBLE TLP 6 FLAMED WOOD WARBCOf 12 SIM 22 GYPSUM BOARD PAINTED PIOOD 911 PAINTED FOOD 16420 PAINTED MOOD 4 NUE NOME A-606 A-M2 OYPSM BOARD ABOVE A-103 A-102 A-T03 A-702 O O W 4 ,SIM I7J6 5 a sp 0 ~� 01 I]y IM-B SHOPO R M4WDLE TILL CERAMIC TLE CERAMIC TILL MARBLE MARUZ NUE NOW NONE BBICM STOW M O A-600 A-7I2 A-010 A-NO A-0 A-510 AOOO 1 2 0 14410 2 201 OVEST ROOM 9TA1M®YIPOD RAKE 6YPBM BOARD GYPSUM BOARD FLAMED WOOD PANTED MOOD PAINTED WOOD NONE NOW O A-604 A-1I2 A-102 A-70Z 1702 7 4 4 r' ZOZ CLOSR STAINED WOOD MACS OY'PPAA4 BOARD OYP51M BOARD PAINTED WOOD PAINTED WOOD NOK PLANTED WOOD 518E NUE OL.OPIG9 ROD P01.13H®U4ROME w A-609 A-112 A-70] k-105 4 1 4 14 205 CLOSET STAINED YIOOD PLH4CS OYPSUMI BOARD 6TPSLM BOARD PAINTED WOOD PAINTED WOOD NONE FAINTED WOOD SHELF NUE CLOTES ROD POLISH..U6NOTE A609 1107 1102 1105 2 3 0 4410 2 204 HEST ROOM STA6JED MOOD PLAIK9 6YP51M BOARD OYPJM BOARD PNM®WOOD PAINTED WOOD PAINTED WOOD NAE HONE A�Oq A-112 A-102 A-70Z 1,03 1 1 a 14410 2 PAINTED WOOD SHELVES 2 30S HALL STAINED MDOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PALMED WOOD PAINTED WOOD IN Cl05ET 209A NUE AERO A-T2 A-703 A-"103 hT01 A-710 5 ,51M CERAMIC TLE MNN9OOT. O O O 4416 2 206 BATH MARBLE TILL 6YP51M BOARD�� OYP91M BOARD OERAM Z TLE PAINTED WOOD PAINTED WOOD NONE NONE 5HOPM ROD POLISHED CHROME A 10 A-7I3 ADDO AOOO A000 A-703 A-102 5 1 6 M410 ]OT STORAGE STAINED YIOOD PLANKS 6YP9LM BOARD GYPSLM BOARD PRIM®WOOD PAINED WOOD NUE NONE NUE "10 A-101 A-102 A-70Z I ISIM PAINTED WOOD WAINLSCOT, n Z3 16420 3 206 HALL aTANED YIPOD PLXRC9 GYPSUM BOARD PAINTED WOOD PAINTED, WOOD PANT®YIPOD NOTE NUE AE0V2 A-112 GYPSUM BOARD ABOVE A-,OZ 1703 A-,05 A-702 709 LIBRARY 5 STAIR®YIOOD PLANCS 2 GYPSUM BOARD OT►BM BOARD PALMED Y700D 0 PAINTED WOOD 15417 PANTED WOOD PAINTED PAINTED M OD S8VE5 56 NUE 07110/15 PRONE,199F A-611 A-M2 A-102 A-103 1703 1707 02AD116 PERMIT ISSM I a 1441D 06/36/16 WNLaTRXTION 210 ATTIC STAINED I/DOD RANC9 6YPSIM BOARD OYPBIM BOARD PAINTED ED MOOD PAINTED WOMOM NUE NOE IOA4116 REVISION I A-611A-I07 A-,o2 A-11 02/16/1T ASI-W 03/09/17 REVISION 3 04/24/17 ASI-01 04135111 ASI-52 o5non7 REVISION 9 FINISH SCHEDULE A-701 ArmanL eGark eur A T [1 n P tlila 11YN -i7 n �yY �Vrsr IZnJ S—,3n1 Fl,-.,r Vew'T–k,N: 1'„rk 10010 h T.1 212387.977 Fu_I_5811976 Iz PAINTED WOOD ati PAINTED BOARDING AT 1 WOOD CEILING-SEE 18 BORDING DETAIL I/A-105 A AT I RV SEE DET IL I/A-105 LL P�rt1M LL g m � CEILING AT UTILITY IS" ROOM III IS WDOD 2g, 54' BOARDIN6 SIMILAR 99 TO DETAIL 4/A-"103 in 2�' SAME'ORNIGE - 4" 21. " AT TOILET 119A - WITH GYPSUM cy�. - �• BOARD CEILING I CORNICE o IST FLR b" = I'-O" 2 CORNICE o 2ND FLR 6 HALLS b" = I'-O" 3 CORNICE o EH 103 6 DR 1041 b" = I'-O"I r4T,;;RNICE o MUDROOM 110 6" = I'-O" r17 GORNIGE o HALL 208 6" = 1'-0.. 6 CORNICE o KITCHEN 6" = 1'-O" I" FACE OF FACE OF w GA91RN6 GAVIN& TRIJ_ I • U ,P BEYOND R - BEYOND R6 7 W �• mro mN' �1YV (��, 1. 1� c �g 44 Ib H I a ^ Q c G Z 4. e �: W ' � � � z " O o z 0 w - w -I BASEBOARD o IST FLR 6" = 1'-0" r,57 BASEBOARD o 2ND FLR b" = 1'-0" 9 BASEBOARD o CLOSET(TYP) b" = I'-O" 10 GAP o MASTER BEDROOM 6" = I'-O" II GAP o I"WAINSCOT b" = 1'-0" 12 GAP o 3/4"WAINSCOT b" FACE OF FACE OF WAINSCOT WAINSCOT FACE OF FACE OF _ n110 - - CASING CASING TRIM TRIM -1<v m �IVm BEYOND BEYOND ' = zit Ig. i3I I. 3.0 4 7 9 "1j" 2�" 'v lig 4. 4 02/16/1'1 A51-90 FADE OF OA-7 REVISION 9 'HAIR RAIL _ 13 4-1/4"CA51N&TRIM(TYP) b" I'-o" 14 3-1/4"GA51NG TRIM(TYP) b" = 1'-0" IS 4-1/4"CASING o I"WAINSCOT b" = 1'-O" I6 3-1/4"CASING o 3/4"WAINSGOT6" = 1'-0" 'o 0 the 212' �' - -- ota - - - INTERIOR " I LINE OF r '1Z" TRIM PROFILES 41�' LINE RD LIIb"` , 51." S" BASEBOARD S�, " BASEBOARD '2, A-702 17 4-1/4"PLINTH BLOCK(TYP) b" = 1'-0" 18 3-1/4"PLINTH BLOCK(TYP) 6" = 1'-0" 19 4-1/4"PLINTH o I"WAINSCOT b" = I'-0" 20 3-1/4"PLINTH o 3/4"WAINSCOT b" = I'-O" 21 BASEBOARD o I"WAIN5COT b" = I'-O" 22 BASEBOARD o 3/4"WAINSCOT b" ArmandLeGardeur - A R C H IT F C T � mm 1'I m-xv Q\� R N—Y,,rk,N w�)-k 10010 7 Wrsr 22nD; JFlu��r ry Q/ �y Te12125F12gii Fan.l_-Slil-IVib N p 111h1 N \ BOTTOM OFSHELF To -44: gg •,, m \I1 REST ON TOP 8• OF GA51N6 TRIM L. 5. I SS7 7 - P� 99 3 2a+ 3' 71 BRACKETS TO BE I" THICK I CORNICE® SP 113 b" = I'-0" 2 CORNICE®CLOSET IIS b" = I'-0" 3 CORNICE® CLOSET IIT 6" = I'-0" 4 CORNICE® STAIR LANDING b" = I'-0" 5 SHELF d BRACKET®MDRM 110 6" = I'-O" b NOT USED l• 8•; U 13. JF AL16N ^ W m ry 3 z C p[ o � m A* I (~ r nilm W W z LINE OF cD ~� WINGBA5E50ARD BEYOND I M 11 11 11 11 "Hill O w 7 KAIN50-OT GAP® MUDROOM 1106" = 1'-0" rll ;:YIICAL WINDOW SILL b" = I'-0" 9 BOOKGA5E JAMB® DR 109 W = I'-O" 0 STRIN6ER MOLDING®STAIRS W =I'-O" II NOT USED 12 NOT USED SHELVING BEYOND -CI -11'1 - / m Y1k0 41 mlm pyy _ �t � LINE OF 3' mro r �+Im BA5EBOARO �• �•I�' 4. FACE OF YIAIN5COT ,L„ 02/16/17 A51-90 �" ' Id• lift, �VIN6 LINE OF '4 09/09/17 REVISION 2 BASEBOARD 04/07/17 A - �^ I�. BEYOND 04/24/17 ASI-51 IA-7 A51-56 13 CASING TRIM m PEST 109A 6" = I'-O" r147 CASING TRIM®CLOSET 6" = I'-O" IS BOOKCASE MULLION®DR 109 b" = I'-O" CASING®3/4"WAINSCOT b" = I'-0" 1p PLATE GROOVES; rC 5HFLVE5 TO RECEIVE 6ROOVE5 TO BE ________ I�" •� �' BYNCFLIENT ON SITE UY 169 \LEE VALLEY SOLID LEE VALLEY SOLID a LINE OF LII• INTERIOR _ BRASS SLEEVES A BRA55 SLEEVES A BASEBOARD Ib (65Z0214)AND (69Z02.14)AND 2 4 TRIM PROFILES 11• THREADED SUPPORT THREADED SUPPORT . (� OOV�L5 B(63ZO216) DOVIF_L5 B(63202.16) , . Hill A-703 'I-,) PLINTH 0 VEST 109A W = 1'-0" 18 SHELF BACK®DR 109 6" = 1'-0" A SHELF EDGE 0 DR 109 6" = 1'-0" 20 4-1/4"PLINTH®5/4"AAINSGOT 6" = 1'-01, r") NOT USED 22 NOT USED ArmandLeGardeur A 2 C H I T E C T 4�"DIAMETER 42"DIAMETER FLANGE ABOVE FLAN6E ABOVE 7 WU 22nd St „d Fk New Y_k,New fork 10010 TI 212 5812877 F..')Z�5811976 h r CJUSTOMIRACANN-MORRIS 7V O h BRUSHED NICKEL LL LL J 1 2”DIAMETER CUSTOM ANN-MORRIS 2'DIAMETER V. FINIALS POT RACK IN T FINIALS rt BRUSHED NICKEL m m 44 nv SMALL ANN-MORRIS 13'DIAMETER I I FLYING SAUCER IN I I BRUSHED NICKEL SMALL ANN-MORRIS I 13'DIAMETER 2'-43• FLYING SAUCER IN 4 I'-3" BRUSHED NICKEL EQ EQ ri I POT RACK o EAST/V`E5T ELEVATION I-I/2" = 1'-0" 2 POT RACK® NORTH/SOUTH ELEVATION 1-1/2" = 1'-0" �5) NOT USED W ELECTRICAL LINE OF ISLAND CUSTOM ANN-MORR15 m — CUS OM - LEAD COUNTER TOP BELCHv POT RACK IN IN I w BRUSHED NICKEL S D ICK L '� LOCATION _ I4�'DIAMETER SMALL ANN-MORRI5 I L G GAL D ANN S W z O FLANGE ABOVE 13'DIAMETER b' I L ATI rim SAU ER 11 FLYIN6 SAUCER IN DNI KEL C. BRUSHED NICKEL rt CL W Hz m O 4 O v Q O �—' z S CD -O, O W 1�1 2"DIAMETER 'DI ^ O FINIALS -- �-- 4�•DI I O FL N6E -0' TA. w T -2 I w LI OF TE TOP L N N 1 b 4 POT RACK PLAN(VIEW FROM ABOVE) I-I/2" = I'-O" 5 POT RACK REFLECTED PLAN(VIEW FROM BELOW) 1-1/2" = 1'-O" KNOT USED osnom REv1s1oN B POT RACK DETAILS A-7 04 7 NOT USED 8 NOT USED 9 NOT USED ArmandLeGardeur A R C H I T E C T LINE Or NiAll CAP ABOVE 4. LINE OF L 54 BALUSTERS,55 Sill 7 W,i,Y,22nd W Fh-, 4 New - York—Y-kI0GI0 4�' TdZI25H2877,F.21'5811976 A-10, LEE R1 4- 1 2 -————- ————— TYPICIALl�.� 2 - BALUSTER LLO 4 . E 1, � it RE T 24, jjj FINISHED FAGS OF STRINGER al io o'r'� 1ST CAP Id TREAD i L Z01.TO FIRST FLOOR BELOW - -------- S --------- LIKE Or -L-AP _F�5TAK AT .5.. I T FLOORABOVE BE + LINE 01 'k lik. 3 4 YtAll 4 OAF ABOVE 44 2 In 9. �31 * - 1 01 -1 1 SOUTH Pli HALF NEWEL PLAN a LANDING,205 -0.. 2) NEWEL I SOUTH ELEVATION 0 LANDING 208 ----------------- oil------------------------2---- p ILL LI 4�' i OF ------- ---- F r TREAD 6 11, J. No51NG R , Fill RISER TO10 1 3 FINISHED R15ER �R ---------------- '7 IPT-- ----- 4' FIN15HED ,��.T.AIR AT FACE OF z 25 BALUSTERS,26 SPACES FIRST IR T Fl.�� 4" RISEIZ -T-T:4- :TELO BELOA 4- ij+Er-u- -"10S I6-' : 7- ------ ----- EAG'511? .40 40 zz, -7 I - * Iii z L -mi I Ii A-705 TYPICAL 5ALUSTrR. F I&R. FINISHED FAZE Or uj STRINGER BELOW z ON i or !]R -7- A-'05 TREAD i IB CD '7: 16 1 15: 14 1 15: 12 11 10 FILE OF l ANDl 4 ABOVE 2 > N IR DETAIL PLAN I.. 1'-O" 4) NEWEL PLAN o TREADS 2 6 3 T PROFILE -——————— HANDRAI �oPENro FILE Or ABOVE �+=RAILJ f VF A 7(TYPICALBELOr, BELOW FLOOR TO17 ALil ALR Dl T i YPI BALUSTE BALUSTER F11115HEII FINISHED FACE Or yr 05/0/ REVISION 5 FACE OF r 12 11 BELOW L STRINGER i or 2 . EAG 51 mlm TYPICAL CAL � BALUSTER— r BALUSTER YE " ALIGN 7D -i�- C, SHED 0, mK FAGS OF I FAr-E OF 5TRI115EDELOM EAG L SID Ill 51 FAC Ell 1. PROFILE 11=ro STAIRHALL 1 0:7RL�7 PICAL I Eli DETAILS TER FINISHED FACE OF FINISHED FACE Or (0.00) R15ER 51 RISER Bi EDGE OF E &E OF TREAD NOSING Tl NO'SINS -- 1 705 SOUTH EAST NEWEL PLAN Ill LANDINS,208 61, = 11-01, NORTH EAST NEWEL PLAN a LANDING 208 1%.O" ? NEWEL PLAN a THREADS 8 4 9 b.. 11-01, 8 NEWEL EASE SOUTH ELEVATION @ LANDING,208 6.1 1.-0.. b &�- ArmandLeGardeur r 1m r•W M . N — — 7Wear 22nd St, 3rd Fh— mlm rt�N New York,New),,,k 10010 -Kv 4 4 3" Tel I125El:gii Fax:l_-587.1%n 4' -r' �a S ��3• � S rtYY 27 mK V = N SIV �(V S B 8 \ 9 8 B gyp. �, II. II. Il. II. I• 9 II, I�• II• 4- 7 -e'1 4" pi i. II• NEWEL GAP EAST ELEVATION®TREAD 11 b" "= I'-O 2 NEWEL GAP WEST ELEVATION® TREAD 9 6" = 1'-0" 3 NOT USED 4 NOT USED W 3 R�. 99 99 R� 33 U 8 �' 8 18• 8 IS• � 18 B m W in Q � � m ]Jd IB 4.. ------------- = fry Q (Y+ ok •m �_" _ Hyl z c o >- W Lu m � z 0 � H _ oW 4' O I, - _ q Y •z q,'t =Mv = —�• I 6 m I I I" I I I I I I _ I I _ I I I in --J -- osnon, �vlslorr s 411 AD I — — I _ I I rtYY rtY4 - 2�- STAIRHALL DETAILS A-706 5 NEWEL BASE EAST ELEVATION®TREAD 15 6" = 1'-0" b NEWEL BASE WEST ELEVATION® TREAD 9 6" = I'-0" 'T NOT USED 8 NOT USED ------------------------------- ArmandLeGardeur A R C H I T E C T 7 W—22nd 3rd Fl,., JI m New Y-k,New) k 10010 Te1212-SE128 77 Fax;I_381�IVib m in �v P 2 b' O AD.USTABLE OPEN AD.-TABLE OPEN yry SHELVING ON LEE SHELVING ON LEE ?q VALLEY SOLID 5RA55 VALLEY 50LID BRA55 SLEEVES A(65ZO2.14) SLEEVES A(65ZO2.I4) Q AND THREADED AND THREADED SUPPORT 00WEL5 B SUPPORT DOWEL5 B 1 (6520216) 163202.16) ADJJSTABLE OPEN AD.LSTABLE OPEN ADJJSTABLE OPEN LINE OF GIRGA SHELVING ON LEE SHELVING ON LEE SHELVING ON LEE LIGHTING CHELSEA VALLEY SOLID BRA55 VALLEY 50LID 5RA55 VALLEY SOLID BRASS O -xv 51-ONCESMALL REFLECTION `FLEE ANDTM��14) 5L ES ATHREADED READS 14) SL AND THREADED w SUPPORT DOWELS B SUPPORT DOWEL5 0 SUPPORT DOWELS B (&5Z02Jb) (65ZO2 Ib) (63202 Ib) - W U F1 r alaYm LL DSI W r- - Q z r DATA/TEL 4 ,� m EO EO V J !n a w Qx L[] 4 b.. .� V I�FBS [Z CDO ~� al c w O w m w a 00 LL ff- o0 00 I DR 109 EAST BOOKSHELF ELEVATION I-I/2" = I'-O" 2 DR 109 BOOKSHELF EAST ELEV I-I/2" = I'-O" 3 LIBRARY 204 WEST BOOKSHELF ELEVATION I-I/2" = I'-0" nTT04A.Ml A51-00 05/10/1'1 REVISION 9 in KV 77 m OPEN OPEN E SHELVING SHELVING AD.AISTABLE /AD oABLE OPEN `1 I _ 991 SHELVING i5 SHELVING SHELVING RMY Ea I`1 J1 Ea Ea MILLWORK V.LF V.IF 6• �4J�. J — q��a�• 43�, b• DETAILS 4-24- V.I.Fc A-707 43 DR 109 EAST BOOKSHELF PLAN �57 NOT USED b LIBRARY 204 WEST BOOKSHELF PLAN -I/2" = I' O" Armand LeGardeUT A R C; H I T E C: T 1 —__--------------------------------------------- >< ________________________________________ __- 1 • I I 111 --FV 111 -AV 1 It Fl,.,,, I 1,3 7 W,-.r 22nd Sna�.ini Fl,�• 1 I N—Y-k,New YI•rk 10010 I Td 2125812377 F..'12581 I47b I I I I FIXED TOP FIXED TOP I SHELF � � SFIELF / / I I I I I I - I I ) -iY w IPi ADJUSTABLE OPEN SHELVING ON LEE VALLEY SOLID BRA55 ADJUSTABLE OPEN /15�L:EEVES DJUSTABLE OPEN ADJUSTABLE OPEN ADJUSTABLE OPEN /SHELVING ON LEE SHELVING ON LEE /SHELVING ON LEE /SHELVING ON LEE SLEEVES A(63202.14) VALLEY SOLID BRA55 LLEY SOLID BRASS VALLEY SOLID BRA55 VALLEY SOLID BRA55 �D ��0 0 SUPPORT DOWELS B SLEEVES A(6320214) A(63202.14) SLEEVES A(63Z02.14) SLEEVES A(63ZO214) w (63ZO2.16)LINED WITH AND THREADED AND THREADED AND THREADED AND THREADED PACIFIC CLOTH SUPPORT DOWELS B SJPPORT DOWELS B SUPPORT DOWELS B SUPPORT DOWELS B (63ZO2.16) (65ZO2.16) (63ZO2.16) (65Z02.;6) T W � W 2-6n b rTl I' 2.-4 I" w - U VIF V.I.F NIL2-0 z O� V.I.F /.IF V.I.F V.I.F J) L w Qo Ib Il 19 w LT•.I Z - - O 0 Z ow �-+ 01 � 1�ll C) -- ---- - --------------------------- ----------- - I 1-� I O w w I =Rv I I I rrrr 11 I I 41 1i1"1 I ------------------------------------------------ I I rT I I I I I I I I I I I I I I I I I I l I I CLOSET 115 NORTH SHELF ELEVATION I-I/2" = 1'-0" 2 CLOSET 115 SOUTH SHELF ELEVATION 1-1/2" = 1'-0" 3 VESTIBULE 104A SILVER CLOSET ELEVATION I I 1 1 05/IOm REV1510N 5 NX I I Ivo I I I I I 1 I 1 L_______________J _ // llihp 1 `SHEL,VMG�LILNED EN m ADJUSTABLE /AD,uSrABLE -�''� - LL OPEN OPEN ! 1 SHELVING SHELVING ( 1 -- -- ----1 PACIFIC CLOTH 1—-- -- I 9 I �•cv ADJUSTABLE ADJUSTABLE .I-I I 4° I 2'-4" Y OPEN OPEN 1 - SHELVING SHELVING I I 1 I —I ri oily I I airo 1 I I IIMr I MILLWORK I m �' ADD GOMPR___IBLE --------------- DETAILS '5 ER STRIPPING AT PERIMETER OF �DR A-7 08 4'-6' 4,-6• 4 CLOSET 115 NORTH SHELF PLAN I-I/2" = I'-O" [11LOSET IIS SOUTH SHELF PLAN I-I/2" = I'-O" 6 VESTIBULE 109A SILVER CLOSET PLAN I-I/2" = I'-O" ArmandLeGardeur A Ii C H I T E C T 1 tlil� uik0 YiIO ".24"LOCO CA-100-D 6 LLE min 7 W,1N—;22nd i Fh�- -k,N—Y-k 10010 U 2125F1257i h.2U 591197b ,p FIXED TOP ;p FIXED TO, = SNELF 7 = SHELF � . h 41 rtf I_I411 11 2_8• " E0 3" 3* EO I�• V.I F I�• V IF I n 5'-2- PROFILE OF /ED6E5TAR MEDICAL q / FREEZER WITH LOCK ¢ 91• j"THICK Z CLEAT FOR HOOKS n o o > U I I I ADJJSTABLE OPEN I SHELVING ON LEE VALLEY SOLID MIRRORED O q BRA55 SLEEVES A f T PANEL > l63Z0214)AND Fid W l� fe THREADED SUPPORT 0OWEL5 B(69Z0216) H W Q O W W if, C4 I m re O 1 w EO EO f T I I I9 12 F°�1 JL2 .r mrr O1 �e '" ma dirt '" I) MASTER CLOSET Ill NORTH SHELF ELEVATION 1-1/2" = 1'-0" 1 2 MASTER CLOSET II?EAST SHELF ELEVATION 1-1/2" = 1'-0" 3 MASTER CLOSET II-I SOUTH SHELF ELEVATION 1-1/2" = 1'-0" osnOA'T IIMV15ION B nm Y;Im oa r _ PROFILE OF O FREEZER WITTLOHDCK — I' 2'8" m LL . 77 I 3'- VIF m = � I I p �\ FACE OF CLEAT FOR HOOKS i i -1 I I'-0° I I r 1 MILLWORK - I I 4' —i DETAILS V.I.F V.I.F A-709 4 MASTER CLOSET Ill NORTH SHELF PLAN 1-1/2" = 1'-0" 5 MASTER CLOSET II"I EAST SHELF PLAN 1-I/2" = I'-O" 6 MASTER CLOSET II-!SOUTH SHELF PLAN Armand LeGardeur A R CHI T E C T � 3 I N I 7 Wrsr 22nJ ern er,ird H,.,,,I I N—York,New York 10010 TI 212 5812,177 Faa.I:.SRI19ib I I yly -- ------------------ 43 ____—_—__ _w FIXED TOP ;p FIXED TOP ;p AD.A/STABLE ADJUSTABLE ADJUSTABLE _ OPEN OPEN W OPEN 5HELVIN6 5HELVIN6 5HELVIN6HMM 7 I 5. — 5• I"I�. �2' SS I'-''8' I'-O• B• I'-0• 8 PROFILE OF SLOPED ROOF AREA;VERIFY Q [r It LOCATION IN FIELD _ 3 4 m I'-II EO EO 77 EO /ADJUSTABLE OPEN 5HELl' ON LEE 7 m O a , VALLEY SOLID BRA55 V m j AND THREADED.144 U ° SUPPORT DO w (65202.16)16) B C LdLL 111 wz H CD W Il 11 W • T M O ° � w W m � m I MASTER CLOSET II-7 VEST ELEVATION 1-1/2" = P-O" 2 LINEN CLOSET 205A NORTH ELEVATION I-I/2" = 1'-0" O5AO/I'l REVISION B mlm' �v — /ADJJSTABLE �OPEN 5HELVINS uiFO I7�L,� TABLE /AD.USTABLE AD..USTAPENOPENOP5HELVIN6 5HEL7IEO EO EO I 5 I I I I 2'i0 ' iI,_g $ I---------------I 1------------ --1 MILLWORK VII. VIP NI.F DETAILS I I I I ------------------- • I I A-710 I I 3 MASTER CLOSET 117 YC-5T PLAN 1-1/2" = 1'-0" �ITLINEN CLOSET 205A PLAN 1-1/2" = 1'-0" ArmandLeGardeur A R C H 1 T E C T >< / �ry m -*V 7 Wrsr- No-) our — IJ—York,k,New Tork 10010 Td 212-561-2877 ha'1'581 1976 t(f LINE OF DRAWER FACE BEYOND �v v tiry =1cv m o 99 � 28 � I SECTION®GL 115 HEAD b" = 1'-0" 2 SECTION®GL 111 SOUTH CABINET HEAD b" = 1'-O" 3 SECTION® GL 111 COUNTER b" = I'-O" 4 NOT USED 5 NOT USED �n LINE OF DRAWER I" a" FACE BEYOND yry N N ADJUSTABLE OPEN " gyp SHELVINb TO BE NOTCHED TO RECEIVE LEE VALLEY 2 U 50LIDBRA55 SLEEVES A (65Z02.14)AND THREADED SUPPORT DOWELS B !65202.16) Ce � �7 6 SECTION®GL 115 ADJUSTABLE SHELF 6" = I'-O" -I SECT ® GL 111 SOUTH GAB.FIXED SHELF 6" = 1'-0" 8 SECTION® GL 111 DRAWER 6" = 1'-0" 9 NOT USED 10 NOT USED O O Cr H z 0 Ow 11111 K • -Nv 1 1 M O 1� O w i ry - II SECTION®GL 115 BASE 6" = 1'-0" 12 SECTION®GL 111 SOUTH CABINET BASE 6' = 1'-0" 13 SECTION® GL 11-7 DRAWER BASE b" = 1'-O" 14 NOT USED IS NOT USED 05/IOm RV ADJUSTABLE OPEN ADJUSTABLE OPEN ZIAL VINbON LEE SHELVINb ON LEE LEY SOLID BRA55 VALLEY SOLID BRASS EEVES A(65ZO2.14) SLEEVES A(65ZO2.14) AND THREADED AND THREADED _ SUPPORT DOWELS B SUPPORT DOWELS B ZP OF DRESSER ZOP OF DRESSER l (65Z02.16) � a (65ZO2.16) BOBEYOND 7 4 BEYOND � / IN IfYY IIYY (IW IMt "tiP ADJUSTABLE OPEN LEE ADJUSTABLE OPEN VAL-EY 50LIDNBRASS m To RECEIVE v15 eOBE L vauG..Er MILLWORK LSLEEVES A(63=EADrD.14) 50LID BRA55 SLEEVES A AND THREADED SUPPORT DOWELS B (6520214)AND THREADED • (65Z02.16) SUPPORT 11O1*1EL5 B -4% .} lbSZ02.16) A-711 lib—) b PLAN®GL 115 WE5T STILE b" = 1'-0" 11-7) PLAN®GL 115 MULLION �= r-o- 18 PLAN® GL 115 NORTH GAB.,EAST STILE b" = 1'-0" 19 PLAN®GL 11?NORTH GAB.,WEST STILE b":=:r:-0" 2 ® GL 111 NORTH GAB.,EAST STILE b" Armand LeGardeur 7W-2Z,,d< 3rd Fh N—York,N-I k10010 Tel Z12 W 2977 Nax 1'5811976 FADE OF FACE FACE OF FACE OF FACE C IF FRAMI FRAMI FKAM 1116 FRAM Nb FRAMI K K 5HEET1 LOCK 5HEE K 5HEETF OCK B ARD BASE ARD PANEL Nb PA I_ BA ARD BA ARD BASE ARD gg r--� r GAIOO GRILLE gg IGA100 GRILLE gg I GA100 RILLE 99 G GA100 S' 3' 3' TYPE B RAME; 8 3" 9' 3' WI TYPED RAME; 8 3' 3' S' 7 M TYPE B 8 3' 3' 9' S' GRILLE WITH O GAI GRILLE SEE HVAC 5C RILE SEE HVAC RULE SEE HVAC 5G B F Y417H TYPE B FRAME; - FOR SIZE FOR 51ZE FOR 51ZE SEE HVAC 50 HVAC 5 ol-EDIJLE rkECHEML17 F FOi SIZE b�" 6�" (`�^ l 51ZE _ PR IDE 3}'WIDE _ P IDE 9}" IDE IDE 3}' IDE _ P IDE 3}" IDE ' _ P VI -1 FLOOR CUT- T FOR 1 FLO R GUT T FOR , FLO R GUT FOR _, FLO R CLT T FOR -, WID FLOOR b LLE AND RAME 3� a GRl LE AND RAME i GRI LE AND RAME i bRl LE AND TAME i GUT FOR �' bRl LE AND F ME I PLAN®2 BOARD BORDER 3" =A-1. I'-O" 2 PLAN®3 BOARD BORDER 3" = 1'-O" 3 PLAN® 3 BOARD BORDER A/I"PAN. 3" = I'-O" 4 PLAN®3 BOARD BORDER W/3/4"PAN. 3" = 1'-0" 5 PLAN®4 BOARD BORDER U F w CJ N Q z P Q' � FACE OF 1� FRAMINb P I y PLYWOOD Q PANELING BASEBOARD ,Him I LU Wz H r � A 6 E O O w 10 RI ~� V.IF 5 U r^ O � -O E • __, V 5 ID r rOrr I FL L A R b PLAN®STONE BORDER 3" = 1'-0" ? PLAN®STONE TILE 3" = 1'-0" 8 NOT USED b,�10TED 10 NOT USED oWOA'? REVISION B FLOORING DETAILS A-712 I NOT USED 11-1) 2 NOT USED 13 NOT USED 14 NOT USED IS NOT USED ArmandLeGardeur A R C H I T E C T 1 Wesr 22nJ So-,ee irJ fl�.,r 0 ITEHAUS I New York,New Ynrk 10010 MF:59 I PS-PN T1112IZ58I2S77 F.212581.1976 GO ENECK MOUNT p UTILI FAUCET _ I i II \ II \\ 4° 4° OLI ED HRO ——— CUSTOM LO ES D m MILLWORK BY z"MILLWOTRK BY m EGOUNTRY ECOUNTRAST Y KITCHENS KITCHENS i CUSTOM BUILT-IN , O — — BE BO RD ° SMOSTEEL 51NKE� BA SPL SH II WS --GO NECK KWHFS-I5I -PN WALL-MOUNT � UTILITY FAUCET ------ I EAST WEST SECTION®CUSTOM STAINLESS STEEL SINK 3" = 1'-0" 5r f i 1 f 1 TEH I I w 5981 60C SENE oK AAL-M T I I rtYV U ILITY FAU T Tl Im H D w-vy TAI E55 5TEEJ1 I I IN"ll YYm Q 0.i i I 1'-0° i I'-0" I O_ EDGE OF TRIM TO BE ALIGNED W/BOTTOM Cr �ry•, '�/ OF CASING TRIM HAMMERED c-' W I I I I STAINNLE-55 , Z --- ---- - -- --- - - n,o �1 —� CUSTOM LINE W. 800 �BOSGH SMOTOM OTH BUILT-IN STAINLESS COUNTER O 0 w I MILLWORK BY BEYOND SERIES SERIES , 57EEL SINK ---- —v� gym L EAST rNo COMPACT COMPACT O CUSTOM S3 O ER -��—/777 DRYER MILLWORK BY m n \ III SKITC N5 /i ( 8402UG/ (AT6064O2UG) EAST END ( p KITCHENS 1, COUNTY ¢411 1 ° I I O I 1 I - --- - Iir--- - f -�I � I � I Li-1 IL I IL JI ILE I ol� clI 1 L G STOM BUILT-IN Q Q - - O SMOOTH L 511 KE55� -- STH SINK 2'j"x24}"GOGO CA-100-D STAINLE55 STEEL STAINLE55 STEEL GRILLE KICK BY EAST END WITH SATIN FINISH COUNTRY KITCHENS 2 MILLWORK ELEVATION®UTILITY ROOM III SOUTH I-I/2" = I'-O" 3 MILLWORK SECTION®UTILITY ROOM III AE5T 1-1/2" = 1'-0" 4 NORTH SOUTH SECTION®CUSTOM STAINLESS STEEL SINK 5" = 111 rIY7 CUSTOM HA RED STAINLESS TEEL CUSTOM HAMMERED 05/10/19 REVISION 5 STAINLESS STEEL COUNTER\`.V N r4: St �a y'.' - R •.ti ,Saar+ "1 S. i;,t`.•,•'."�may, g_'t �g,,�:.. z,i�1C'�. �>�. __,+5��? c'*�•�i `� �?�,M. !v'.ir`•?i.v't F-�•r.'t'r _<4._. :ytyy yam,�+��,`,� '\'i/ v(•'"Y A; :r�� - .�..i�i -`t.!.�..S;Srs _ _ .r!,�:F;.,.,.;��a{+:%�ti-:�,"r':.e,.�",{ - •H� - ".�..N" ::;��'e~ry.4'�N .N..�.5.4:n,:�%�_ �2'ir.....��-:'. ny}G _ Ls: '�=�>t. _vn�i HI ;?�::+�;ter.,.. '�:'v-kT...<-� .,.'v"�"�'�,.'"^•`-�arm;-s-';�•`v;:,-,*�,�,",°� `;S, '.. • - < v:�•:,"e?,�y:'-=�%�1^"ltr��:y1•- VIt : ;;yam;••'' `� A /CUSTOM BUILT-IN /CLSTOM WILT-IN 'cvr,'::: 4'%K—':-:r.�+ ", ._,y{`.,-r-:. +-';:'.#;s3'i...�:• L C. wm ..,,4 y,>:yt _ '�a'4.s��.:. `{ - - SMOOTH STAINLESS SMOOTH STAINLESS - +* }r �'-�:k`L'4 '�'•f'�@:r,�i`;: _ STEEL SINK STEEL SINK _ Q - ALIGN xl. UTILITY RM 111 M_ '':+`.f• -°+._-ah•� i�.: ':yds,".i`r_i'h .-.<`.�'r,`,'"_ ,.airin%',�•?•r'�<~ :-+.+- 111 SINK DETAILS A-713 5 MILLAORK PLAN® UTILITY ROOM III SOUTH I-I/2" = I'-O" b SECTION® CUSTOM STAINLESS STEEL SINK SOUTH 1'-0" = 1'-0" -7SECTION®CUSTOM STAINLESS STEEL SINK NORTH 1'-0" = I'-O" ArmandLeGardeur A R C H I T E C T — BASKET " mV WEAVE TILE rtYm BACK5PLA5H rtrY 9 5 7 W-ZZ,d SI-1,i."3 Fl— WATE OOFINC, STONE STONE S $'� N—Y—k,N—Ynrk 10010 I" PROFILE OF COUNTER COUNTER TxI Z12-5 812 8 7 7 F.-'I:581197I5 NE BEAD-BOARD "Xb"SUBWAY `" 2" WAINSCOT FIELD TILE BELOW BASEBOARD LINE OF BELOW WAINSCOT GAP QUARTE RR �( ROUND TI t\\ EITHER TILE OR FIND STONE HANDDCLIONED VERSATEX HAND CLIPPED STONE CURB / YA- BELOW gSTBENC Y BY EAST END TILE FLOORING TILE FLOORING —7 - t�\�( COUNTRY KITCHENVS COUNTRY KITGHELI) NVS \\ 5ECTION®BATH 10-7 SHOWER MALL 6" = I'-0" 2 SECTION® KITCHEN 112 COUNTER b" = I.-V 3 SECTION®KITCHEN 112 5ACK5PLA5H b" = 1'-0" 4NOT USED m� WATE BFI- FIE SUBWAY RAKE BEADBOAR11 FIELD TILE p�" WAINSCOT =xy "X6"SUBWAY FIELD TILE PROFILE OF BASEBOARD WAINSCOT BELOW GAP ABOVE WAINSCOT GAP L-4"QUA RTER GREMA MARFIL ROUND OF STONE CASING 3 xb"SUBWAY _ 5"Xb"5UBWAY !JV/ EITHER TILE TRIM FIELD TILE m FIELD TILE OR VER5ATEX ALIGN GREMA MARFIL �FIN'D STONE �FINb STONE STONE SEAT r T ' —HAND CLIPPED STONE CURB HAN.1 CLIPPED WATERPROOFING �^I (` TILE FLOORING BELOW TILE FLOORING MEMBRANE ^~ Z C, 5 SECTION®BATH 10-7 SHOWER WALL(WAINSCOT) b" = I'-O" I 6 SECTION®BATH 206 WAIN5GOT GAP 6" = 1'-0" -7 NOT USED 0 c - Cr rF I: O o w IQ9 "QUA R m I A4I O ROUND I w, EITHE E OR VERS BEA ARD 3"xb"SUBWAY WAI EOT FIELD TILE / 3"X6"SUBWAY ALIGN " AL16N FIELD TILE I. SUBWAY KALDWEI m ,�, FIELD TILE 6030-L-SKT GAYONO 5-FT ' HD-, FIN'D STONE FIND STONE BATHTUB BEYOND BASEBOARD BEVELED8 NOT USEBASE LEAD PAN LEAD PAN MOULDINGWATERPROOFING FACE OF 05/19/19 A51-50 MEMBRANE MRERFL ;p WATERPROOFING � WATERPROOFING HAND HAND MEMB�`NE MEMBRANE STONE CURBCLIPPED CLIPPED BEYOND ym 5TONE TILE 5TONE TILE FIND STONE FLOORING FLOORING I HEX TILE FIND STONE PLYWOOD FLOORING " ZANZIBAR TILE SLOPE TO DRAIN I I 5UBFLOOR SLOPE T DRAIN • ` FLOORING 7-- ( PLYWOOD .,. _________ _ _______________________________ SUBFLOOR _ PLYWOOD SUBFLOOR MORTAR - I _ f-fORVAft MORTAR,, - I �••IORTAR SB'F7;IN6 BI=D ih I df SETTING.BEp� ',Serr..IN&BED in I 5ETTlN6 BEA m. J J STONE&TILE DETAILS A-714 �IIT5-F-,-TION®SHOWER CURB 6" = I'-O" 10 SECTION® SHOWER 1198 SEAT V. = I'-O" I SECTION®BATH 206 BA5EBOARD b" = 1'-0" 12 NOT U5EDT Aim L E G E N D ArmandLeGardeur A R C H 1 T E C: T GUADRUPLEX ELECTRICAL RECEPTACLE DUPLEX ELECTRICAL RECEPTACLE DUPLEX ELEC.REG.-HALF SWITCHED GROUND FAULT INTER ELEC..REG. 7 W, 22nd Str.ea,3rd H,,,r New York,New Y n k 10010 51N5LE APPLIANCE ELEG.RECEPTACLE TI 212 5812377 F.212-5811976 PLUGMOLD STRIP COMBO GAT-6/COAXIAL JACK RM FLOOR BOX W/DUPLEX RECEPTACLE W FLOOR BOX W/COMBO GAT-6/COAXIAL JACK .y1 5W TCH -kP' FAN SWITCH .-(p° DOOR SWITCH "q DIMMER SWITCH 0 RECESSED CEILING LIGHT FIXTURE(WET LOG) ' ❑ RECESSED CEILING LIGHT FIXTURE ------------------------ (0) RECESSED CEILING WALL WASH LIGHT FIX. _ @ SEMI-RECESSED CEILING LIGHT FIXTURE SURFACE MOUNTED CEILING LIGHT FIXTURE PENDANT MOUNTED CEILING LIGHT FIXTURE < - } RECESSED WALL LIGHT FIXTURE "0 SURFACE MOUNTED WALL LIGHT FIXTURE SURFACE MOUNTED WALL PICTURE LIGHT li j D4 SURFACE MOUNTED WALL CLOSET LT FIX. LOW-VOLTAGE LED STRIP LIGHT FIXTURE OATH ROOM VENT FAN(REMOTE FROM ROOM) i i F ' ) • COMBO 00 t SMOKE DET(HARD WIRED) HEAT SENSOR(HARD WIRED) i #•. � 9-IRFACE WALL/B00K5HELF SPEAKER WALL-RECE55ED STEREO SPEAKER CEILING-REGE55ED STEREO SPEAKER 50NOS AUDIO SYSTEM STEREO VOLUME CONTROL PANEL N THERMOSTAT ex-6\ EX-6 i' 10 DOORBELL (/�`(, z O� 1 SECURITY SYSTEM KEY PAD SECURITY SYSTEM MOTION SENSOR .tQ (�, i " NILE! EXTERIOR PATH LIGHT 2 -., :vii I I' �. i j j .\ E. - DECORATIVE CEILING FAN w ,t Illy,. ' -,E "61-EX_6'� .r O LZ ' i; ' ELEG TR IG A L NO T E 5 ►--r EX-6 EX-6 �`1 M O .! 1. LAYOUT,DEVICE LOCATIONS 5HOVN ON ELECTRICAL PLANS O ARE 50HE IATIG.5M ROOM INTEMOR ELEVATIONS FOR DIM 45IONAL INSTALLATION LOCATIONS.ALL DEVICE LOCATIONS SHALL VERIFIED WTII ARCHITECT IN PIED PRIOR TO INSTALLATION OF ADJOINING WAJJGEILING w EJC t-S .» . __ __ -. - 2. INSTALLATION,WIw . i_._.I.., UU A. ALL RING SHALL BE RUN CONGEALED WITHIN WALLS AND/OR CEILINGS. pp B. ALL BOXES SHALL BE FLUSH MOUNTED WITH FINISHED FADE `�..�.- EX-5 OF ADJ0IWN6 SURFACE WEE DEVICES ARE LOCATED IN TRIM,MILLWORK OR STONE,BOXES SHALL BE BUILT-OUT' AS REQUIRED TO BE FLUSH WN THAT SURFACE. G. UNLESS INDICATED OTHERMSE,Mrr TRIGAL RECI�rPGLES t. I' SHALL BE INSTALLED IN BASEBOARD. a 9. BPX HEI6HT5 AND 0RUEdTATI0N5, NOTED 0TIERw5E, BOXES SHALL BE IILSTALLED CENTERED m A9 P0IJ_0Y15, ' A. REGEPTAG.M O'!'AFF TYPICAL,S'-4'AFF AT BATHROOMS,AND W-6'AFF AT CCUNTERT0PS,INSTALLED HORIZONTALLY B. 5YUTCFl6,5'-0'APP TYPIOAL,S'-R'AFF AT GOUNTERTOM AND AT SGONAM W-BATHROOM,INSTALLED SCONCEL0Y;PRO TIDE 2'W ELWTPJCAL BOX AT ALL UNLESS N OTE12 orlERVASE, OT,1OA5 FRIGINMS Issue 2/16/16 PERMIT I55UE 4. ELECTRICAL DEVICES, /26,16 C0NSTRIIGTI0N A. ELECTRICAL RECEPTACLES,LUTRON"CLARO'DUPLEX IOA4,16 REVISION I REGE"TACAA COLOR,WHITE. OB 05 7 REVISION 2 -- f) GROUND FAULT CIRCUIT INTE RRIPTIN6(6FI) ,1T REVISION RECEPTACLW SHALL BE PROVIDED AT KITGH35N, 501MNW PORCH AND ALL.BATWOOM AREAS. . X ARG FAULT GIRCUIT INTEIWNPTIN6(AGI)RECEPTACLES SHALL BE PROVIDED AT ALL BEDROOM AREAS. B. DATNT5.EPHOtr/CATV J401S,LUIR0N'GLAR0' MLTIP0RT FRAME,COLOR,wire G. YR STCH,LUTRON'DIVA'T066LE SAITCH,COLOR,w4lre I DDIMMER,LUTRON'DIVA"DIMMER SWITCH,COLOR,WiIre E. YIALLPLATE,LUTRON'DESIGNER SME'SCIRE01L85 WALLPLATE5,512350 A5 REQUIRED,DOLOR,Y"TI! PROVIDE COMMONPLACE WALLPLATE WERE DEVICES ARE 6ANSED. 5. 51- K 00 DETECTORS,PROVIDE HAROWR®DEVICES AS SHOW!ON DRAYUN65 AND REWIRED 13Y GORE. 6. LOW-VOLTAGE LIGHTING,PROVIDE REMOTE TRANSFORMERS SITE OP QUANTITIES AND CAPACITIES AS REGURED TO ACHIEVE LI6HTiN6 LAYOUT SHOM ON DRAWN9S.LOCATIONS,OF ALL ELECTRICAL PLAN REMOTE TRANSFowHess SHALL BE ACGE561BLE AND SHALL BE VERIFIED HITH ARCHITECT IN MELD PRIOR To INSTALLATION OF ADJOINING WALLIG49LIN6 FINISHES. 'I. DATA/TE EPHOW'CATV SYSTEM.PROVIDE WRPI6 AND E-001 DEVICES AS SH"ON DRAwNG6,COORDINATE WIRING Mm DEVICE RECUIREMENTS AND RELATW EcuIMIoIENT KTH I SITE ELECTRICAL PLAN I/8" = I'-0' TELERiAE,INTEFUEr AND CATV VBIDORS. L E G E N D ArmandLeGardeur A R C: H IT E C T GUADRUPLEX ELECTRICAL RECEPTACLE DUPLEX ELECTRICAL RECEPTACLE DUPLEX ELEG.REG.-HALF SWITCHED GROUND FAULT INTER.ELEG.REG. 7 West ZZnd S,,',ani Fl N—Y,,rk,New Y„rk 10010 --e 51N61-E APPLIANCE ELEC,RECEPTACLE Tri 2125812477 F.2125811976 ->PLU6MOLD STRIP COMBO GAT-6/COAXIAL JACK ® FLOOR BOX VV DUPLEX REGEFTACLE W FLOOR BOX W/COMBO GAT-6/0OAXIAL JACK .{p SNTGH -k;lP FAN SWITCH DOOR SWITCH �$ DIMMER SWITCH O RECESSED CEILING LIGHT FIXTURE(VIET LOG) ❑ RECESSED CEILING L16HT FIXTURE C0) RECE55ED GEILIN6 WALL WASH LIGHT FIX. OO SEMI-RECESSED CEILING LIGHT FIXTURE SURFACE MOUNTED CEILING LIGHT FIXTURE PENDANT MOUNTED CEILING LIGHT FIXTURE RECESSED WALL LIGHT FIXTURE "0 SURFACE MOUNTED WALL LIGHT FIXTURE U SURFACE MOUNTED WALL PICTURE LIGHT 003 GRAWLSPAGE D4 SURFACE MOUNTED WALL CLOSET LT FIX. LOW-VOLTAGE LED STRIP LIGHT FIXTURE ® BATH ROOM VENT FAN(REMOTE FROM ROOM) _—_—_—_ ._____ - U U - COMBO CO 4 SMOKE DET(HARD LURED) .- QM HEAT SENSOR(HARD WIRED) jFe SURFACE WAU WOKSHELF SPEAKER r T 1 WALL-RECESSED STEREO SPEAKER j --------- - -- - ------ ------- ----- -------- U ® CEILING-RECESSED STEREO SPEAKER ®SONES AUDIO SYSTEM vc STEREO VOLUME CONTROL PANEL I —_—_—_—_—_— U 'Q THERMOSTAT -—_—_—_ _J_---___ _—_—_—_—_—_—I _ _—_—_—_—_U -O DOORBELL 1'�1 z SECURITY SYSTEM KEY PAD ~ x -O SECURITY SYSTEM MOTION SENSOR V' �] (y. U EXTERIOR PATH LIGHT W o DEGORATVE CEILING FAN W z ------ V) z TO LIGHTING AT" FIRST FLgW O lZ j UP U E LEG TR IG A L NO TE 5 �--� c-, j ------ -- _ I. LAYOUT.DEVICE LOCATIONS SHOWN ON E.ECTRIGAL PLANS ARE SCHEMATIC.SEE ROOM INTERIOR B."ATIONS POR O DIT-ENSIONAL INSTALLATION LOCATIONS.ALL DEVICE LOCATIONS SHALL BE VERIFIED WITH ARCHTECT IN FIELD w _ PRIOR TO INSTALLATION OF ADJOININ6 WALLJGEILIN6 U _—_---_—_ —_— �_—_ FINISHES. -- J-- ------ U w - 7. INSTALLATION. ----- --------- ----- ----i A ALL WRING SHALL BE RUN CONCEALED WITHIN WALLS AN D/OR CEIUN&S. 001 5A5FMFNT B. ALL BOXES SHALL BE FLUSH MOUNTED WTH FINISHED FACE ED U 7 MEGH.RM TRIM,MI ILLY'40W OR STOLE BOXES SHALL BE BUL�-01Tr IN U AS P MIRED TO BE PLUSH WTH THAT SURFACE. C. M-05 INDICATED OTHERYOSE,ELECTRICAL REGEPrAC M EX-I SHALL BE INSTALLED IN BAF.IEDOARD. B. BOX HIE16Mm AND ORIENTATIONS.UNLESS NOW OTHERWISE, BOXES SHALL BE INSTALLED CENTERED AS POLLOWS, _— A. RECEPTACLE&O-S'AFF TYPICAL,5'-4'AFF AT BATHROOMS,ANDW-6-IFF AT COUNTERTOPS,INSTALLED HORIZONTALLY --_ B. SWITCHES,5'-0'AFF TYPICAL,5'-I'AFF AT COUNTERTOPS AND AT BATHROOMS.INSTALLED VERTICALLY TO SWITCH AT Cl. SCONCES,5'-6'AFP,INSTALLED VERTICALLY,PROVIDE GOHG UTILITY ROOM III 7'X5'ELECTRICAL BOX AT ALL SE LOCATIONS UNLESS NOS OT/E 51!=. 01110/15 PRICING 1551E 02AW16 PERMIT 1551E 4. ELECTRICAL DE ICE, 06/7DA6 GONSTRU'TION A ELECTRICAL REGaPTACLES,LUTRON'CLARE'DUPLEX IO/14116 REIA54ON I REC PTACA R,.COLOR.WITE. U 6RWNID FAULT CIRCUIT IMERRUPTIN6(6FU 046,0541,RIDA*106-2, RECEPTACLES SHALL Be PROVIDED AT KITCHEN, MOAT REVISION 5 SGRESED PORCH MID ALL BATHROOM AREAS. 7)ARC FAULT CIRCUT INTERRUPTING(ACI)RECEPTACLES SHALL BE PROVIDED AT ALL BEDROOM AREAE. B. DATME.EPHONE/GATV JACKS,LUTRON'GLARO' MJLTIPORT FRAM COLOR.MTE G. SWITCAH,LUTRON VIVA'TO66LL'SYITCH,COLOR,WHTE D. DIMER,LURRON VIVA'121WER SNITCH,COLOR,VIITE E. AALPLATE.LUTRON VESIONER STYLE'SCREKM5 WNLMTED,51ZW AS REQUIRED,COLOR,AHITE. PROVIDE COMMONPLACE WALLPLATE W107E DEVICES ARE 6ANGED. S. SMOKE/CO DETECTORS,PROVIDE HARDYURED DEVICES AS SHOWN ON DRAVUHGS AND REQUIRED BY CODE 6. LOW-VOLTAGE LIGHTING.PROVIDE REMOTE TRANSFORMERS BASEMENT O'QUANTITIES AND CAPACITIES AS REQUIRED TO ACHIEVE LI&HnN6 LAYOVr 5H 11 ON DRMwN".LOCATIONS OF ALL ELECTRICAL PLAN REMOTE TRANSFORI-11MtS SHALL BE ACCESSIBLE AND SHALL Be VERIFIED WITH ARCHITECT IN FIELD PRIOR TO INSTALLATION OF ADJOINING WAIUCBUNG FINISHES. T DATAVT8EPHOtWCATV SYSTEM.PROVIDE WRING ATO E-101 DEVICES AS SROM ON DRAWN65,COORDWNO COORDINATE WRING A DEVICE R15WREMENTS AND RELATED EQUIPMENT WTM I BASEMENT ELECTRICAL PLAN 1/4" = 11-0" TELaH OW,lKMMEr ANO CATV VENDORS. L E G E N D ArmandLeGardeur A R C H I TF C T OUADRUPLEX ELECTRICAL RECEPTACLE DUPLEX ELECTRICAL RECEPTACLE DUPLEX ELEC.REG.-HALF SWITCHED 7 Wrs,22nd S, r,,3rd Fl,-,,t New Ynrk,N—}'„rk 10010 GROUND FAULT INTER ELEG REG. TSI 212+812377 F.21:3811976 —0 SINGLE APPLIANCE ELEC.RECEPTACLE b--ao-PLUSMOLD STRIP COMBO GAT-b/COAXIAL JACK ® FLOOR BOX W/DUPLEX RECEPTACLE W FLOOR BOX W/COMBO GAT-6/00AXIAL JACK {p 5WITGH FAN 5WITGH DOOR 5WITGH DIMMER 5WITGH ------------ O RECE56W CEILING LI6HT FIXTURE(reT LOGJ I ❑ RECESSED CEILING LIGHT FIXTURE ------ -- ------------ (0) RECESSED CEILING WALL WASH LIGHT FIX. EX - .?, < EX-T- IBEX-T @ SEMI-RECESSED CEILING LIGHT FIXTURE :5TER s..a..�..,5 r [ e.o--.=..rte--._sn .. SURFACEMOUNCEILING LIGHT FIXTURE 16PENDANT MOUNTED CEILING LI6HT FIXTURE `_---_ _ RECESSED WALL LIGHT FIXTURE Il G ________— 0 !J1 _ AY '-0 SURFACE MOUNTED WALL LIGHT FIXTURE -4 8 ^{ _ __ - - DS-4ti�,� .-a SURFACE MOUNTED WALL PICTURE LIGHT ` - i SURFACE MOUNTED WALL CLOSET LT FIX. i ---- 113 SCREENED PORCH J LOW-VOLTA6E LED STRIP LIGHT FIXTURE { II9A j VI' 'ROO _______— G F _ F = BATH ROOM VENT FAN(REMOTE FROM ROOM) 114 LI M , --__ COMBO CO M SMOKE DET(HARD WIRED) IN MA5TE 1 _ BATH B�pJ ' HEAT SENSOR(HARD WIRED) r T P5-4 SURFACE WALL/WOK5HELF SPEAKER _______ w ___ ”----' WALL-RECESSED STEREO SPEAKER i ' _ ________ ____________ GEILIN6-RECESSED STEREO SPEAKER 1 , 9 ❑ \ __ — - 5ON05 AUDIO SYSTEM "W9vxn'�^"'_t ''' S" � 't-3 •,.-_ ___-. _ vc STEREO VOLUME CONTROL PANEL W THERMOSTAT EX-7` 7— A --'�_ © DOORBELL `—LI i' ___ -_�� GI Imo'- __ ,EX-4 __T i _______________--___ ' DG-16-____:" �< G----------- _ _ _________ '' ` - SECURITY SYSTEM KEY PAD V) ( ;' I `.\ TO SE i ______ —i_1 TO 8X-6 AT Q a" +' p 'p(,_2 (FUTURE) 103 ENTRY MALL UP� FLOOR ® VEGETABLE ENTRY fly} ---- - _ '-0 SECURITY SYSTEM MOTION SENSOR PORCH t :( `Y '+iK TO OR DP�k�`.!^�ONGES DC- - 1G-T'' --- _______________ TO EX-6 GARDEN f 101 FOYER %FLOOR DPMI -,.� _- - _ 1 AT WEST EXTERIOR PATH LIGHT .4 ----- ' -- TO ATTIC` .n EX-4 TERRACE + DECORATIVE GEILIN6 FAN EX-2 HOOP GI z AT ENTRY 102 GL. III 1 G2 - -- - - 1 JGf;�� J O Q TERRACE DS- - -10 I _ _ ( W TO To 09AIVE5T. TOBAT LANDN6C�OI DG-II Ca E L E G T R 1 G A L N O T E 5 �--4 c4 it M TERRACE `1 Til t IOl BAH . ; _ ___;'D53____________ _ -_` _G l-_ ______ , 0�`,`• - I DIMENSIONAL INSTALLATION LOCATIONS.AEVATION O _ DS• -__ _____ ARE SGQMATIG 9S ROOM INTERIOR ELEVATIONS FOR [ 104 L 5 J _ D ® DC--1 I GI CE 106 GL- 109 DINING ROO 1` ®, i LOCATIONS SHALL BE VERIFIED MYTH ARCHITECT IN FIELD i PRIOR TO INSTALLATION OF ADJOINING WALL/GEILINS FINISHES. r T 2_. w 2. INSTALLATION, RUN CONGEAL®NTHIN WALLS B, ' DP-2 --_____ , DG-sl (FUTURE) ;'. D. ALL BOXED I SHALL BE PLUSH MOUNTED WITH FtWSFHED FACE HIO MUD ROOM cli- opvveov0' .t OF ADJOINING SURFACE.WiERE DEVICES ARE LOCATED IN TRIM.MILLHORK OR STONE,BOXES AS REWIRED TO BE FLUSH LITH THAT SU TOUT 6 G INDICA 07HEIM ELECTRICAL RECEPTACLES OC BUIL SURFACE. IJtl85 TED '.•P-. DS-B DG_5 DG- G-6 SHALL BE INSTALLED IN BASEBOARD. j ' LOB STUDY /' ,DS-B _:_______ ____ ;" III UTILITY_..._ -..._ --- ' 5. BOX HEIGHTS AND oRIEMTATION5,UNLESS NOTED orFBtYUSEI y DS-5 053 'I y%; BOXES SHALL BE INSTALLED CANTERED A9 FOLLOM49. - __) `__ A ISATHROMS,RECEPTACLES,O.-S. 'S AAT TYPICAL,NTE AFF,I �'jJ 1{ '�'— __ BARROOML,MY7 9'�i'A19°AT C.OIMTEI¢TOP9.INSTALL® 3 \ HORIZONTALLY SKITC+E5.5'-W AFF__ ILS TO EX-5 AT 1'. AND AT BATTHROOMS,INSTALLED VERTICALLY COUNTERTOPS DRIVEWAY G. SCONCES,5-6'AFF,INSTALLED VERTICALLY,PROVIDE TW ELMTRIGAL BOX AT ALL 5CONCE LOCATIONS J VAIM NOTED O<HHtweSE L16AIA4PRICING 15511E PERMT ISSUE 4. OSGTRIGAL DEVICES._____________I � TO EX-I AT A 62GTRICAL REGEI'TACLES,LIITIRON'GLARO'DUPLEX_- __ BASEMENT RECEPTACLE,COLOR.WHITE. REVISION I TAIR LANDING U 6ROUNO FAULT CIRCUIT INTERRUPTING(GPU A91-19 ImC15"AGLES SHALL BE PROVIDED AT KITCFEM. A91-27��NED ORC44 AN STALL BATHRPTINS�RFLEPTAGLPS ANS SKALL BE PROIAVW AT ALL BEDROOM AREAS. 050IREVISION 9 B. DATMGIPHONE006AW JAC49,LUTRON W ARO' MILTIFORT PRANT.S COL'm WYTE G. SWTCl1,NIRO TN'DIVA'T06GLE SMTOH,COLOR.WYTE D. DINNER.LUTRON-MVA'DIMMER SNITCH,GOLOM 1WITE E. WALLPLATE.LUTRON'DESIGNER STYLE'SGREK.E59 WALLPLATES.SIZED A9 REWIRED,COLOR,WHITE. PROVIDE GOMMONPMUWER LACe LLPLATE E DEVICES ARE GANGED. S. 5MOMICO DETPLTORS.PROVIDE HARDWRW DEVICES AS 5HOM ON DRAWINGS MID REQUIRED BY GORE 6. 1-004-110LTA6E LI&MIN6,PROwDE REMOTE TRANSFOR14SRS FIRST FLOOR OF CWNTITIE5 AND CAPACITIES AS RBWRW TO ACHIEVE LIGHTING LAYOUT SHOWM ON PRANK"LOCATIONS OF ALL ELECTRICAL PLAN REMOTE TRANSFORMERS SHALL BE ACCESSIBLE AND SHALL BE VERIFIED LITH ARCHITECT IN PBD PRIOR TO INSTALLATION OF ADJDININ6 WA UCELIN6 FINI91E�a. 1. DATMEI.EPHOIE./GATV SYSTEM,PROVIDE WRING AND H O DEVICES AS S HNE WME Y/ON DRANN&S,COORDINATR S AND DEVIGE RlYil1IREMETS AND RELATED EQUIPMENT NTH I FJR5T FLOOR ELECTRICAL PLAN 1/4' = I'-0' TMMM40M INTERNET AND GATV VENDORS. L E G E N D Armand LeGardeur A R C H I T E C T GUADRUPLEX ELECTRICAL RECEPTACLE DUPLEX ELECTRICAL RECEPTACLE DUPLEX ELEC.REG.-HALF SWITCHED GROUND FAULT INTER.ELEC.REG. 7 W...22n1"rce,,3rd Fl-, Naw York,Nc Yo k 10010 -G SINGLE APPLIANCE ELEC.RECEPTACLE Td 212"581 2977 F.212 581 07b +-a>PLU6MOLD STRIP '-� COMBO GAT-6/COAXIAL JACK ® FLOOR BOX W DUPLEX RECEPTACLE TR FLOOR BOX YV COMBO GAT-6/COAXIAL JACK -U� 5WTGH .yp" FAN SWITCH nldl�DOOR SWITCH '--� DIMMER SWITCH O RECESSED CEILING LI6HT FIXTURE(1IET LOG) ❑ RECESSED CEILI146 LIGHT FIXTURE C0) RECESSED CEILING WALL WASH LIGHT FIX. -- ----- - -- - - - - - OO SEMI-RECESSED CEILING LIGHT FIXTURE SURFACE MOUNTED CEILING LIGHT FIXTURE PENDANT MOUNTED GEILIN6 LIGHT FIXTURE RECESSED WALL LIGHT FIXTURE SURFACE MOUNTED WALL LIGHT FIXTURE �' � - '•, '-� SURFACE MOUNTED WALL PICTURE LIGHT Dr+ SURFACE MOUNTED WALL CLOSET LT FIX. LOW-VOLTAGE LED STRIP LIGHT FIXTURE i ® BATH ROOM VENT FAN(REMOTE FROM ROOM) b ., � o • i COMBO CO!SMOKE DET(HARD WIRED) D5-0 HEAT SENSOR(HARD WIRED) : . I --------------- SURFACE WALL/BOOKSHELF SPEAKER T "---` -- AT - -- - - � WALL-RECESSED STEREO SPEAKER ENTRY ®\ V jI HALL ® CEILING-RECESSED STEREO SPEAKER 3 1 ®SONO'.AUDIO SYSTEM €�'x�• 201 GUEST ROOM 05_6 D54 - .. ; i Vc 5TERE0 VOLUME CONTROL PANEL 700 HALL ,.' 1SG-IS r- THERMOSTAT (/'W W l- •' 4.)==- s---- -- 1.."'''.� ; �O DOORBELL TO SwITGHES AT j ='--- (� ENTRY HALL 105 SECURITY SYSTEM KEY PAD ,4 V/ t r, {'� ;r i I '-O SECURITY SYSTEM MOTION SENSOR r T 1 Q CC. I`J"1 03 GL 707 GL DP-1 ,` - / OC-1�=C..�] �{ EXTERIOR PATH LIGHT O O tI TO SCONCES'{ fr i + DECORATIVE CEILING FAN r� c AT ENTRY tl _ yyEE ;---HALLO C'xSDN-'__-_-------- _ 210 ATTIC V p Lu h�� O ELECTRICAL T R I C A L N O T E 5 0 O � II 704 GUEST ROOM - DS-6 _ ____-D�-6 I. LAYOUT.DEVICE LOCATIONS SHOHN ON ELECTRICAL PLANS 70T STORAGE O DG-17 or-15 DIMENSIONALTINSTALLAATI�ON LOCATIONS.ALL DEVICE HALL I 705 - - ___—'OG-14•`• INSTALLATION OF ADJOINING WALL/CEIUrYS • LOCATIONS SHALL BE VERIFIED MYTH ARCFYTEGT IN FIELD PRIOR TO 1 3. INSTALLATION, A. ALL WRING SHALL BE MM CONGEALED NYTHIN WALLS AND/OR CC UK". 1 B. ALL BOXES'.ALALL BE FLUSH MOUNTED WTH F-IN15HW FACE OF ADJOINING SURFACE,REFIRE DEVICES ARE LOCATED IN T-Dv`GV-I3 L�2J DG-I4TRIM MILLWORK OR 5TONB,BOXM5 SHALL BE BUILT-OUT -- A5 REWIRED TO BE FLUSH WTH THAT SURFACE. 706 BATH N -- - G. UNLESS INDICATED OTHERNSE,ELECTRICAL RECEPTACLES SHALL BE INSTALLED IN BASEBOARD. ___ ___ S. BOX IEI6HT5AND ORIENTATIONS,UNLESS NOTED OTHERAS! BOXES SHA BE INSTALLED CB'ITCQED AS FOLLOHS, A RECEPTACLES,0'-0'AFF TYPICAL,5'-4'AFF AT BATHROOMS,AND 5'-6'AFF AT COUNTERTOPS,INSTALLED - HORIZONTALLY S. 5101TUCS,5'-0'APP MICAL,5'-4'AFF AT COUNTERTOPS AND AT BATHROOMS,INSTALLED VERTICALLY C. SGONG12%W-6'AFP.INSTALLED VERTICALLY,PROVIDE 3'X6'EJ=GTRIGAL BOX AT ALL SCONCE LOCATION5 ---- -- UNLESS NOTED OTHERWSE. o7/IO/I6 PRICING Sam 03/16/16 PERMIT 1551.E 4. ELECTRICAL DEVICES: 106126A6 CONSTRUCTION _ A E BCTWGAL REG4WTA4LE5'LUTRON'CLA.O'DUPLEX IOA4A6 REVISION I 1 REGEPfAGL.EI COLOR,MITE. II/17A6 A51-19 j U GROUND FAULT CIRCUIT INTERRUPTING(SFU REGEPfAG4e5 SHALL BE PROVIDE?AT KITCHE'I. _ SGIRBENEP FORGN MD ALL BATHROOM AREAS. 3)ARG FA JILT CIRCUIT INTEeIeIPRNG(ACU RECEPTACLES SHALL BE PROVIDED AT ALL BEDROOM MEAS. B. DATMTE..EPHOW6ATV JACKS,LUTRON"CA_NW' MJLTIPORT FRAME,COLOR,WYTE C. SYIITCH.LUTRON*"VA*TOGGLENI STCH,COLOR,MITE D R DIN04M LUTRON'DIVA'DIMMER SNITCH;DOLOR.WHITE E. WALLPLATE,LUTRON'D£916NER STYLE'SC.R9'LE55 WALLMTES,SIZED A5 REGUIRE7r COLOR.WHITE. PROVIDE COM40NPLACE WALLPLATE WERE DEJIGE5 ARE SANDED. 5. 51MOKE/GO DETEGTOR5,PROVIDE HARDIWRD DM0E5 A5 SROM ON DRAWNG5 AND REQUIRED BY CODE 6. LOK-VOLTAGE LIGHTING,PROVIDE REMOTE TRANSFORI ER SECOND FLOOR OF CUANTITIBS AND CAPAGTIED AS REMPMO TO ACHIEVE LIGHTING LAYOVr SHOPN ON ORAINNG5.LOCATIONS OF ALL ELECTRICAL PLAN REMOTE TRANSFORMERS SHALL BE AGG&SSIBLE AND SHALL BE VERPRD WTH ARCHITECT IN FIELD PRIOR TO INSTALLATION OF ADJOINING WALLJGEIUNG FINISHES. 7. DATME.B°HONEVCAN SYSTEM.PROVIDE WRNS AND E-103 DEVICES AS SHOYN ON ORAWTIGS,GOORDINATE WRNS AND DEVICE RC,URE E NTS AND RELATED EGIUIPMENT WTH I SECOND FLOOR ELECTRICAL PLAN 1/4' = 1'-0' TE.E'Hae,1NTE0lT Aro CATV VENDORS ArmandLeGardeur A 11 C H I T F C T 7 W—22nd S-e,3rd Fl,-,-r N—York,N—),k 10010 Te1III 1111177 1a,2125811976 r----------------------------------� I I EJEA I I I I I I I I I 1 I I I I I I ___ __ __ ___ L_________ _ __ _ _____—_____________________ r. x— __ _ ______ —____________________________- 1 I I I I I I ___ _________________ ___ 1 __—__—_—_— I I I I I j 113 SCREENED PORCH i i' 1 I I I IM IMII IT MASTS Cl 114 LIVING ROOM I I II I 119A 1 I rol 1 V I i i 116 HALL � I I j I � 119 MASTERIIB CLOSET BATH z i I 01 I I I 7 01--I NE ------ ---- ------- C!) n I I IBR I 1 O i _ ♦ 2 101 FOYER 03 ENTRY HALL i 1 _____________ ___________________� F(.'Yy. % ___ I I i TERRACE Irk W PORCH m I UP IIS KITCHEN L Lr.l I Irl�1, I I 00 �l1 cD n ____ I 1---1 104 109A VE5T. N j 105 H O HALL \ w I El I IOl BATH i i i I I I r_ 1 I I 1 I 109 DI NI ROOM � I I I I IO _ee ve_ I I I I I 10 D ROO III UTILITY I I I I I I j OB SNDY I 0'1/10/I5 PRIGIN6155UE I I 09/25/16 GON5TRUCTION ______________________________ _ _______ _ _____________________J 10/14/16 REV15IONI I I 1 05/10/1'1 REVI5ION 9 I I I I I I I I I I I ----------------------------- _O FIRST FLOOR FURNITURE PLAN F-101 I FIRST FLOOR FURNITURE PLAN 1/4" = 1'-0" ArmandLeGardeur A R C H I T E C T 1 7 W,t 22n1 Strret,3rd Fl— N—Ynrk,Nein),,rk 10010 Td 2125812977 F.2125811976 I I I I I I 1 I I I 1 I I I I I I I I I 1 I 1 1 I I I --- _ --------------------------------- `_______----------------------________________________________ ____________________________________ I 1 709 LIBRARY I v I I 1� z cl --- -- -- -- -- -- -- -- 201 GUEST ROOM w O C. -- r 7- 7- ill 710 ATTIO �� NI - � 704 GUEST ROOM � rr. o ON O 705 HALL 1 I w I I I 206 BATH� o 1 I I OVIO/15 PRIOIN6 I59UB 1 I 01/76/16 I:ONSTRLIGTION 1 1 10/14/16 REVI510N I 1 I 05110A I RLV1510N 5 I I 44J44- I I 1 I I I I I I I I I SECOND FLOOR FURNITURE PLAN F-102 SECOND FLOOR FURNITURE PLAN /4" = 1'-0" fv A R C {-I I T E �U R A L R O J E C T NOTES P R O J E C T N O T E S P R O J E O T N O T E S F R O J E C T N O TES P R O J E C T N O T E S ArmC H I T arde T R A W I N O L 15 T A R C H I T E C T i D E A-001 PROPOSED 517E PLAN, NOTES G E N E R A L N O T E S 7MO LIT ION W O R K. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION 6. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TABLE R301.5 A-002 EXISTING 517E PLAIN OF ALL CONDITIONS AND MATERIALS WITHIN THE I. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF TEMPORARY BARRIER AND GUARDS, AND ALL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. SCOPE M WORK: GENERAL CONSTRUCTION, MECHANICAL PROPOSED CONSTRUCTION AREA. CONTRACTOR SHALL DEMOLITION AND REMOVAL INDICATED ON THE TEMPORARY SHORING AND BRACING AS REQUIRED BY (IN POUNDS PER SQUARE FOOT) A-101 BASEMENT PLAN AND PLUMBING WORK AS PER PLANS FILED_HEREWITHH.. DESIGN AND INSTALL ADEQUATE SHORING AND BRACING DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL DEPARTMENT OF BUILDING RULES AND REGULATIONS. 7 West 22nd Street, 3rd Floor A-102 FIRST FLOOR PLAN FOR ALL STRUCTURAL OR REMOVAL TASKS. THE WORK SHALL BE DONE CAREFULLY AND NEATLY IN A A-105 SED CONFLOOR PLAN 2. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR New York, New York 10010 A-104 ROOF PLAN ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE RESIDENTIAL GODS OF NEW YORK STATE, FIRE SYSTEMATIC MANNER. 7. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS USE LIVE LOAD Tel 212-581-2877 Fax 212.581.1976 A-105 REFLECTED GEILIN6 PLANS DEPARTMENT REGULATIONS, UTILITY COMPANY EXECUTION OF THE WORK. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN DURING THE COURSE OF THE WORK. ALL OPENINGS IN ANY REQUIREMENTS, AND BEST TRADE PRACTICES. SHALL BE FULLY PROTECTED FROM DAMAGE. WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS ATTICS WITH LIMITED STORAGE 20 A-201 EXTERIOR ELEVA7110N - EAST 8. CONTRACTOR SHALL LAY OUT HI5 OWN WORK, AND SHALL A-202 EXTERIOR ELEVATIION - NORTH 3. BEFORE COMMENCING WORK, CONTRACTOR SHALL FILE PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER CONTRACTOR SHALL ASSUME FULL RESPONSIBIL.I7Y FOR OF WEATHER OR WATER PENETRATION. A-203 EXTERIOR ELEVATIION - WEST ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE TRADES (PLUMBING, ELECTRICAL, ETC). DAMAGE AND SHALL MAKE-REPAIR5 REQUIRED WITHOUT ATTICS WITHOUT STORAGE 10 A-204 EXTERIOR ELEVATION - SOUTH DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED ADDITIONAL COST TO THE OWNER. 0. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF DECKS 40 PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING q. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON SITE. BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS AND A-301 BUILDING SECTION A AGENCIES. BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL DEBRIS SHALL BE REMOVED BY CONTRACTOR AS THE PROVIDE ANY AND ALL BONDS REQUIRED BY GOVERNING EXTERIOR BALCONIES 60 A-302 BUILDING SECTION B 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED JOB PROCEEDS. SITE SHALL BE LEFT BROOM GLEAN AT AGENCIES IN ORDER TO DO THE WORK HEREIN A-401 EXTERIOR WALL SECTIONS IN THE FIELD PRIOR TO GOMMENGING SIGN-OFFS.WORK, AND SHALL THE COMPLETION OF DEMOLITION. DESCRIBED. FIRE ESCAPES 40 A-402 EXTERIOR DETAILS REPORT ANY D15CREPANGIES BETWEEN DRAWINGS AND 10. CONTRACTOR SHALL DO ALL GUTTING, PATCHING, 4. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS Q. ANY DEVIATION FROM DEMOLITION PLANS WILL REQUIRE GUARDRAILS AND HANDRAILS 200 FIELD CONDITIONS TO ARCHITECT. REPAIRING AS REQUIRED TO PERFORM ALL OF THE PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY REVISED PLANS ALL WORK TO STOP. A-502 DOOR SCHEDULE 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT WORK THAT MAY BE REQUIRED WORK INDICATED ON THE DRAWINGS, AND ALL OTHER TO COMPLETE THE JOB. EITHER TEMPORARY SHORING OR NEW STRUCTURAL G RDRAILS IN-FILL COMPONENTS 50 A-501 WINDOW SCHEDULE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND A-701 FINISH SCHEDULE OF THE WORK SHALL BE INCLUDED AS IF THEY WERE II. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT INTEGRITY OF THE EXISTING STRUCTURE. PASSENGER VEHICLE GARAGES 50 INDICATED IN THE DRAWINGS. OF CONGEALMENT AND SHALL BE PROPERLY GAPPED OR 5. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND ROOMS OTHER THAN SLEEPING ROOMS 40 6. CONTRACTOR SHALL COORDINATE ALL WORK PLUGGED. MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF r H10-1 . ;;r :-� PROCEDURES WITH REQUIREMENTS OF LOCAL PARTITION. REMOVED PIPES AND/OR LINES SHALL BE GUT SLEEPING ROOMS 30 A'P') i� } AS ED �t�fv.� L( � . 1 , F� ALL CODES OF 12. CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL TO A POINT OF CONGEALMENT BEHIND OR BELOW FINISH STAIRS 40 ( AUTHORITIES. APPLY FOR DEPARTMENT OF BUILDINGS INSPECTIONS SURFACES, AND SHALL BE PROPERLY GAPPED OR B.P.# NEW YJ'K STATE TOWN CODES AND SIGN-OFFS AS REQUIRED. PLUGGED. DAT 0 AS REQUIRED N dna-� - FEE: ! BY: - NOTIFY BUILDING DEPAR1MENTAT _ _ UiHOLDTO'NNZEA 765-1602 8A%11 TP 4 PM FOR THE 4 '- , Id PLANNING BOA FOLLOWING WSP,CTIONS: 1. FOUNDATION - TWO REQUIRED C FOR POURED ONCRETE - - 2. ROUGH - FRAo NG & PLU"�B(NG SITE DRV i I 3. I114SULAT{ON VOLUME DRAINAGE VOLUME 4. FINAL - CONST,UCTION MUST AREA z N BE COMPLETE -OR C.O. 0 V C U PAN u"I OR REOU I RED STRUCTURE PROV I DED \ / I I \ / ! !� �N SHALL �AEET THE RENS TREBER BER RE Y OC.,A5 _E L I Y I NO TRUST I I ALL COfvSTRJCT N�O�� REQUIREMENTS F THE CODES OF NEW USE IS UNLAWFUL Driveway (12�f8sf), 1602sf x .166'RAIN = 266cf 8'D x 7'H 2q3 cf \ / I I \ / YORK STATE. N'" t RESPONSIBLE FOR WITHOUT TtJ�1 T cD DWI Garage (304sf) I$ PETER S TRE I BER RE Y OC AE3LE L I v I N�7 TRUST i DESIGN OR CON 1 RUCTION ERRORS, 1��I 1 11`..�U 1 CLtIT IFICAII House (4-l-7sf, � W2 14cf7sf x .166 RAIN = 24cicf 5'P x &'H 251 cf I i OF OCCUPANCY' 6505f, 3405f) i , X I ST I NCS UTILI TY POLET House (478sf, I I PLUM,95R ERTt:',,: 77,1 88-7sf) 1565sf x .166 RAIN = 227cf 8I D x 6 H 251 cf I RE, AININry BALL ('(, /IC r l �� I cf'00 E 1�2.4�1 _..-..-.. , EX I STI NCS POl/�l R �J 06'd tE�:D C� `irEt'"W t �_�t7`�. PLUMBING S64 _ ._ CFT1Fl�:d"aT .'' i �; '"I�e.'s'Y ALL PLUMBING WASTE �I �NG� ------------I ----------------- - -•• -- - /: &1�"JATEFi LINES NEED v: STOGKD _-••• -� -.. � ; LINES A�O\/ 'SOLD!FR V` ✓C4F? .147/70 yD 1.7 a V. 7rn TESTING BEFORE COVERING �1z1J SUPPLY; � ' '"' T f107 1r%l E-/ - --...__�_ ----.. /•-/ � �/ _ ' � / IE X I S T I N& UTI ITV LINES WT EL: 151 - ABO\/E TO BE BUR I ED ,-•I U-1-A ' � � � r-•1 z I SH DI FINI OOR ---- ------__----- _�-- _ ---- i DO NO 'R^OCEED V.M ►�v5, CTtOt�S qt�E RSQU.: � < '- - -------- _ --------------- 13:Y{,lhCE.. " before I N ---- -C�ARAC�E--- -- -�--- --- --- F ' NE X( STI NO �� TO B FRAM G UNTIL SURVEY �;,�eeri l�at 755-1550 _ - - .. - OF FOU CATION LOCATION Contact TOS Ey,, •"xtion V � IT �.�H D 1=LOOi� � --- ------ -- -- �-- ------ Br�NDON�D cwide En 'n esct't"'. � ------ ----- ----- -----2�----------- � -----'- { ! I � I z O ,.� OR Pr -� _ -- - - , HAS B :EN APPROVED. f� Gc!' W/ ___________________________ ----- t�..dra' �e his�n ice..-�t� I � ' ; - �.,, .,� I i t �- 33.2 5 ;---r------ ---------- i ! ! P-4 n Ind .i \ i n i t I 3 W Z 17' x 34' (S) NEW D I --- I FRONT YA D I 70 �- y ° VEGETABLE _ ^ DRYI^ILaL�s -- - I I - STBAG QST z GARDEN w/5 Z O W O N IN N L Y S I S 0- p ° FENCE {; i I i f=, AT 10 I I I r I i 15 to � I DECK ', , L -- � ll � ° ------ I ----------1------------------------------------------------------------ 0 -it ` `� O -- O SSP C i �' I� TANK T B L-- --------------------------------------------------------- I �� '/ EL: 16.25' O NVQ! SPTIO TANK, FINISHED FIRST --- I I p I I j/ �; I /� I G ° `� { I ii \` FLOOR i I I Ist FLOOR AREA LEAC., Nle POOL) I \ --------- ; <' I 2,176 50. FT. ° :- �1' ; I ------------------ AND E X P A N S I O N N ° , --- -------------------------------- T I I { ---------- ' ---------- --------------- , : -p IE X I S T I N G OAS - INETEST HOLE ---__- - � ------- r OL . 15.0 4r LF c T 20 ' MIN. - 1 - LINE OF EX I STI NCS MOUSE DW 3 , __ I `� ! J TO BE STEPS, --- _-- - -- -----------_- t--�'! DECK AND FOL�)NDATION /% ---- - 5 TO BE DEMOL� I HED /� % ------ � / 2nd FLOOR AREALF ° EP 14 ° / = I,OciB SQ. FT. ° ° ° ° 1 07/10/15 PRICING ISSUE TEST HOLE DATA _ 02115116 PERMIT ISSUE ..�..____.._..._..__._-...,_._._.._.._•• I x'00"V�l �� ; MGDONALID GEOSC)ENCN6�•° E '- _.._.._.._.. � PROP�RT 11/15/14 •• •• I ----------I4----- LINE I //� I i PROPERTY TAX # 1000-24-I-2 E�-• 15.5' N/O/F REO I NA 1"�BERSM I TH I$ EM I L_Y DEERKOS<I ' DARK BROWN LOAM - OL i ZONING GLASS = R-40 1 LOT AREA = 15,860 50. FT. (0.36 ACRE) 2f I I MAX. PERMITTED LOT BROWN AND PALE BROWN SILT AND SANDY SILT I I COVERAGE (20516) = 6,166 SQ. FT. (VERY HEAV"r GRAVEL FROM ML i f FLOOR AREAS: FIRST FLOOR AREA = 2,176 SQ. FT. RED,q C SECOND FLOOR AREA = 1,0015 5a. FT. L IG TOTAL FLOOR AREA = 6,274 SQ, FT. cf' BROWN AND PALE BROWN FINE TO COARSE NOTE: WATER ENCOUNTERED 12. 7' BELOW SAND WITH 5-10% GRAVEL SW SURFACE PROPOSED LOT AREA COVERAGE: DRAWING LIST, BUILDING FOOTPRINT AREA = 2,64-7 SQ. FT. GARAGE/SHED AREA = 354 50. FT. NOTE.SITE PLAN Df=�/ELOfi ED FRO j �,9T 12 R 1 N PALE BROWN FINE TO COARSE SAND INFORMATION PRO\/I DED ON SURVEY I I F 189 2 y NOTES SITE PLAN TOTAL = 3,001 5Q. FT. WATE F >E�N WITH -10% GRAVEL - SW PREPARED ON 06-18-14 BY PEGONIG I i PROPOSED SURFACE COVERAGE = 3,001 SQ. FT./ 18.01% 1-rI SUR�/EYORS, PG. j I I PROPOSED AND PERMITTED USES: REMOVAL OF EXISTING Aov00 1 HOUSE AND NEW CONSTRUCTION OF 1-1/2 STORY 3/32" I'-O" 51NGLE-FAMILY DWELLING. I PROPOSED 51TE PLAN = ArmandLeGardeur A R C H I T E C T Ii 7 West 22nd Street, 3rd Floor INew York, New York 10010 Tel 212.581.2877 Fax 212.581.1976 I � I � I � I I I � I I N/O/F REGINA ASER5M I TH EMILY DEERG05K I I \ • LILAC, TREE 50REENIN6 18' DIA • \'— p MULB ER� 0 IGHAINLINK FENCE I ---------- \ I � I EXISTING �E FRONT ilARD\5ETBAGK �\ TO BE RE ;VED I 14 i \ I� I REAR YARD BAG SET K / / / II ( EXISTING TREE � TO BE REMOVED z 5 HIGH ME5WFENCE � V TO BE RELdGATE � I AND REPLP�/GED I :215'• DIA. MINPLE 1.6 IA. \\ -- WILD \ / cn zci ( ] rn Ul D Q / ------------- EXISTING \(EGETABL GARDEN TO BE / EXI5TINry HOUSE TO BE MOVED i RELOCATED OFFSITE BY OWNER. EXISTING / FOUNDATION WORK TO BE DEMOLISHED %% ' / „i% I �y♦,.,,'i,'/i/,i j ;t Vii,, ://�./,,%%/ /:,. ;' / �j%'%/i, 1-1i / ----- --- -------" --------------- i. "j/ , \ EXISTING TRELLIS ND O \ o"/ SHED TO REMAIN \ I --------------------- \�---y_-_-------- ----- ------ (3) .3' DIA. GRAB APPLE 16 I EXISTING GARAGE TO BE RE OGATED ON SITE. EXISTING .� / !;, FOUNDATION TO BE DEMOLISHED I :'� ; /%%i/;.r i i/.�i/., CIl -_ ------ ----- _ _..-..__•• ________ ___ ------ EXISTING UTILITY POLE J ------------ -Ib 5TOGKADE FENCE _-.. .._-..._-•• 564° Iq'00"E 1-72.4q' / I 0-1/10/15 PRICING 155UE \ i EXISTING HEDGE N/O/F IRENE TREIBER RE\/OG�4BLE LIVING TRU57 02/18/16 PERMIT ISSUE \�----�I PETER 5 TREIBER REVOGA ALE LIMING TRUST NOTE:SITE PLAN DEVELOPED FROM i INFORMATION FROV I DED ON SURVEY i PREPARED ON 06-18-14 BY FEGONIG i SURVEYORS, FG. i I � I I I � R A \5� p LeG Cy/, �O ... ----- N -= * EXISTING 018942 y0�� SITE PLAN OF NEIN EXISTING 51TE PLAN DSII = 11_011 ® � .� ArmandLeGardeur A R C H IT E C T I. SEE SHEET A.001 FOR PROJECT REQUIREMENTS, GENERAL NOTES AND BUILDING DEPARTMENT INFORMATION. 2. SEE SHEETS 51.00 - 54.01 FOR PROJECT STRUCTURAL WORK. 7 West 22nd Street, 3rd Floor New York, New York 10010 5. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TeewYo k, N Fax York 1 .010 SHOWN TO FACE OR CENTERLINE OF FRAMING. 1976 65'-511 12" 12'-64" 14'-84----------------------------------------------------------------- " I I 3.0 . I 1 I I t-kA I I I I I I I 1 N-11 1 Z--/------------------------------------ - ------ ------ -- ------------- ------- I I � L---------____________J �____ r I 1 i I ______________________________________________________ J10 ___ __ _-_____________-__________ __� r----------------------------------- ----------------------------------- ' ' I Mid) t I 1 I I I 1 1 b1 i1 I I y I }11 II'-10411 411 I Iq'-3811 1 13'-2811 �I #II I I1'-5411 61 O — — — — I I I I I I I I O — — I .. I I I L___ I I 1 I I I I I I I I I I I 6'-211 O +— _ FO-0-41 GRAINL SPACE 1 W I WI I r- - -•1 I I I ' I I I 11Y1!dJ I I ---- ----------------------------- ----------------------- - ------- I 003 CRAWLSPACE ." .777777777 , co I h++ - — — I •. "' I i r--------------------------------� r----------------------- ---------- --- - I i I I �•• � I 1 I I I � �.� O •. I I I I .. 1 9. I 1 I i I L___ ---J L-------- I ( I 1 I 1 1 1 1 I r I I I I I I �J I A3.02 - uil� A3.02 .^� u' ' 3'-111 •, II II dl_n I II „ ` 1_ I II \� 1 1 ' 4 V V2 10 32 52 f} 6' 1 1 O O w 1 I 1 I I 1 I r._ __ ______________ ___F_____ ______________________-_---__-__-__-_____-___________ -------- ----_ _-.}--_-- -- ------------------------------J I I ' O I I 1 I I v I —IN 03 O I I M I I 1 ! I r.------- -----r'----------------�--- -- ----L __�___ ___'___�___ ___ ___'___ __� __ - - ---------- 052111 I I O �- 1 - -- ---- ----- ----- --------•-------- ! I 8 1 I i i 14 i i 2'-5811 31 081 I 1 IIS i 1 I L-� I I ; ��_�--, —I — — ' I I I I 1 O I ® I I I I 10011 I II L ________________________________ BASEMENT 001 02 III MECH. RM 1 1 1 I I r!d) I ' r r I I I I 1 I I '1•'.I_4�11 i "d) i I I L 1 I I I I I I I I I i N i 001 I I 1 ,/� i I 111 1 101-05.1 2 1 I I I I L ------------------ --------------- ------------------ ---------------- P. --- -- 1 I 1 I I ------------------- ' s - 1 I ____________ ^------------------, r---------------------------------- 07/10/15 PRICING 155UE 02/18/16 PERMIT I55UE I I I I I I I I I I I I 1 I I I I I I i I I I I I _ 1 Q NEW MILLWORK I I I I 1 I I , , I I 1 ) NEW COMBO GO SMOKE DETECTOR II 'i 10'-10411 ----------------------------------------------------- 1 I 1 (HARD-WIRED) I I I I I I I I I I I I I 3.0 I ' I I I I I I I 1 1 I I 1 ' 1I 12" 11'-8411 1011 /1 �1_�411 1011 11_}11 4'-'7J-" 1_'}f 11 ^1_'7111 18'-I loll 151–1111 E A V I 18 ` 12 V ��5� eGgRO y/Jf� 7 CIA BASEMENT PLAN �. 18942 0� FOF NE�� BASEMENT PLAN 1/411 = I'-O" C O N S T R U C T I O N NOTES ArmandLeGardeur A R C HI T E C T I. SEE SHEET A.001 FOR PROJECT REQUIREMENTS, GENERAL NOTES AND BUILDING DEPARTMENT INFORMATION. 2. SEE SHEETS 51.00 - 54.01 FOR PROJECT 5TRUG7URAL WORK. 7 West 22nd Street, 3rd Floor New York,New York 10010 3. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE Tel 212.581.2877 Fax 212.581.1976 SHOWN TO PAGE OR CENTERLINE OF FRAMING AND REFLECT THE FOLLOWING: A. EXTERIOR WALL FRAMING: 52" WOOD STUDS B. INTERIOR WALL FRAMING: 32" WOOD STUDS G. EXTERIOR WALL FINISH: 2" PLYWOOD SHEATHING PLUS IS" WOOD SHINGLES D. INTERIOR WALL FINISH: fig" GYPSUM WALL BOARD 4-_b8' � .41-bill 51_22 II 4 ———————————————————————————— --� j 1ll I 1 Ln LINO I I L61d) iI ----------------- r------- -------- ' I I I ' -HV Oi-- — G j j p GI H j r _� — — ----------------J L-----__ - - ------ -------r------ ---- ' - ---- - ----I---- - -- ---- ----- ---- ---- ---- ---- _______ m HE jCO i� FFrFil-------- ----------------------------------*Nz-------- % \� 1 i l. vi =�1 52" 13'-5-11323 " F3'-104" 5' S" \, j V-7$" 5._32.. j zo_". �, 52 18'-14" I I \'/ I 115 MASTER BEDROOM 17 ASTER L� OilG �' - m 1 _ 1 3�4 _ lnnt I I 8 m m 5 cnitt cml t (v 113 5GREENED PORCH _ 114 LIVING ROOM u IIaA TOILET [1161HIALL min in N milt I - 1 mi 01 B Ila MASTER 1 BATH I A SHOWER, I —----- (� = 1 � I _ -- CL I � � Mid) (— I 5._11.. 31 8;-III -1N 31 4' I 31„ 4' �J=,31 I'-10�" 2_05- 2_05 4'-II.. I'-O" 3'-6° I'-O' 4'-II.. 2!_0� 31-1051152' 4+ Lil _ try L-c nib 106 , K L - -- 576 52 5 b5 52 5 '1 y = I © REF OVE �G I ---- -------------------sicv - ------------- 7 _21 O 121'-b" 31••j j 13'-64.. j = I '— 3'-14 A 52" b_2 32„ O j O m tr ! ' pI DECK ----------------- ------- — ------------- w ! ! —r__L IBULE 1 1 j 103 ENTRY HALL j 1 j 112 KI GHENT — — 1 W Z — ———— ---------------- QENTRYp u�1� 1 ----- --- PORCH - I j p 1 OPEN TO - ; Q _� j ABOVE p 010 1 O O ---------------------------- m 1 - O 1 m 0 1 0 O TGRf- -------------------------- 1402 ,^J O L_____.r___ 1 1 ; �- 4 I r- - rO2 -- ---------------- ------------------------ — -- M _ T --- -- 1 _ _ i i i 1 1 ; J�NF O 142 Gl: �,��'� i I I ------- I ----- O I -��- I Ni UP 1 j ~ --- --------- �— — — ----------------------------------------------------- I I OS HALL 1 a� � .........-- z O I 10 7 BATH — B int I 4 ALL — — F DW I h'+ 1 _ I 51 51- 3 '/ 5'-5 " — 3 I 4''I I 31 3._83.. 13'-4 " 4554211-_ 1._2. _85 I 2 2 4 m 2 t4 2 8 _—:2 b ; 1 =td 1 106 GL 1 — j M. — m IOCf DININGROOM I m ; I -- -- - -- - -- ---W---=---D---' J,, G 13'-834.. CL 32 17-14 32" j 5'-I Iq° j 5�" /. \ -14 I 5 I ------------ --------------- IIDiMUD R OM (. ---------------------------------------------------- t-o 4_01_ 1 1 cnitt r I j — I II UTILITYtwo 1 ! I = m I HB 1 m 1 1 �0 1 108 STUDY 07/10/15 PRICING 155UE \T/ L N 02/15/16 PERMIT 155UE I _ I 1 --------------- - ----- I G t- i Q NEW MILLWORK tn>Itt "' Q i NEW COMBO CO SMOKE DETECTOR (HARD-WIRED) I 1 I j I ' I j L-- --------- G —1-- G ---- --J5.0 I 1 HE I 5I 3 b-4 6'-4 4'-4 g 4'-Il 4'-I I" -`14 �K �C 46'-04, RED A C7 �0 e >x 0) * * FIRST FLOOR 9 018942 PLAN T�OF NO�O F I RST FLOOR PLAN I/4" = I'-O" ON 5 TR UC, T ION NOTES ArmandLeGardeur A R C H I T E C T I. SEE SHEET A.001 FOR PROJECT REOUIREMEN75, GENERAL NOTES AND BUILDING DEPARTMENT INFORMATION. 2. SEE SHEETS 51.00 - 54.01 FOR PROJECT STRUCTURAL WORK. 7 West 22nd Street, 3rd Floor New York, New York 10010 3. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE Tel 212,581.2877 Fax 212.581.1976 SHOWN TO FACE OR CENTERLINE OF FRAMING AND REFLECT THE FOLLOWING: A. EXTERIOR WALL FRAMING: 52" WOOD STUDS B. INTERIOR WALL FRAMING: 32" WOOD STUDS G. EXTERIOR WALL FINISH: 2" PLYWOOD SHEATHING PLUS IB" WOOD SHINGLES D. INTERIOR WALL FINISH: 8" GYPSUM WALL BOARD I 3.0 ; I I I I I I I I 41-41 'i'_a I IL--------- --------- ------ --------------------------------------------------------------- I (fin I id) - -- - � �0 -— -- 3 -— --- 211 D N — 8 = -- ---- -- 1 "� -- - 52 13' 44 32" b/ 108 _� 5_b I'-14' I b 8 5 I V I 212 VE T18ULE U-11tA � 2101 LIN N �► - ol2 ----- ---- co 1 -- -- ------ ------ 201 GOES ROOM 2-2$ ry = a— w O� - OS a (� I I _ I = --------------------------- milt _ _ I k — —' —— ct1 -10 - ---- -- �� r--� i ,I Q W I 7 O OI I i u �� ——OP ' 1 I 44 32% I I -- 5 2 2 —I(� 3 32 b 62,� 8 2-24 52 9 48 i f w w I mm —it --- --------------------- Oji LL I K —� � I� � A3.02 � •. - — -- A3.02 m- ---------- 202 GL �------------ ----tbld5 208 PORCH ---------- 1_I ~ "t cnit % 0 - o = M i I I :2- 12041 GUE T ROOM �►—ui�i� �—iI'iiI - - 0 t_'k0 2' " PIN. d IN 205 HALL mII-102 ry 2 ----------------------------------------------------------- 12' Og20-7 STORAGE IryN- I / o = 206 BATH I - _ - ry 0 8'-104" j 32 5_58 -- ----- ----- ---------------------------- I 0 8 7/10/15 PRICING ISSUE I • '1-II 8 __--- ____ -- - ---- 02/18/16 PERMIT ISSUE I 5 3 4' � -- 15-b —-- I I I I LINE OF WALL 0 NEW MILLWORK BELOW 1 I NEW COMBO GO 4 SMOKE DETECTOR � � (HARD-WIRED) �\5 Le * SECOND FLOOR 018942 �04� PLAN OF NES 5EOOND FLOOR PLAN I/4" = I'-O" O NS TR UC, T ION NOTES ArmandLeGardeur A R C H I T E C T I. SEE SHEET A.001 FOR PROJECT REQUIREMENTS, GENERAL NOTES AND BUILDING DEPARTMENT INFORMATION. 2. SEE SHEETS 51.00 - 54.01 FOR PROJECT STRUCTURAL WORK. 7 West 22nd Street, 3rd Floor New York, New York 10010 5. UNLE55 NOTED OTHERWISE, ALL DIMENSIONS ARE Tel 212.581.2877 Fax 212.581.1976 SHOWN TO FACE OR CENTERLINE OF FRAMING AND REFLECT THE FOLLOWING: A. EXTERIOR WALL FRAMING: 51" WOOD STUDS „ B. INTERIOR WALL FRAMING: 32" WOOD STUDS 67-04 C. EXTERIOR WALL FINISH: 2" PLYWOOD SHEATHING PLUS 18" WOOD SHINGLES D. INTERIOR WALL FINISH: 8" GYPSUM NALL BOARD I I 5.0 I I a'-O I II r}I_O I II I 1 I 1 I I COPPER GUTTER5 I � I I I I I --------------- I I j♦`♦ i i 1 I I `♦ I I I I I I I I I I I I I i i 1 tnitt I I I CEDAR SHINGLE I O ROOF ; O I I 1 Mid) ♦ I I ly 1 ♦` i' 1 1 (V I ♦`. i i I 1 r-----------------------------------------------------------------------------------------------'-- 1 ,}♦ I I � I I 1 I I 1 i I I I I I I I I I t I I I 1 V 1 I I 1 \♦\ I I 1 I 1 1 ♦ �+ I ♦ i I I I I 1 I Q / 1 1 I I 1 ♦ ♦ - ---------------------------------------------------------------------------- 1 ---- — — ---------------- A3.02 I 1 A3102 --------- -- --------------------------------------------------------------- I 1 I I O Q I ^ I I I ° O t=M3 \ 1 CEDAR SHINGLE I j M Q ROOF 1 I I � I I O 1 I I I 1 I I ( 1 1 I I i 1 I I 1 i 1 1 i i I 1 I I I I I 1 I I I 1 I i I ♦`� 1 1 I 1 I I I 1 1 I I 1 1 I 1 I I 1 1 I I ' LINE OF WALL i I 1 1 I � I I I I 1 I `♦ 1 BELOW I I ♦ I I 1 I I 1 I I I , I 1 l 1 I I I I I I COPPER 6UTTER5 -----------------------------------------------------------\- 07/10/15 PRICING 15SUE I I I I I I I I I ♦ 1, _ 02/18/16 PERMIT 155UE I I , 1 I I 1 I I I I I I V I 1 I I I I , , I I I 5.0 i I I I 4.IT V 33'-?" REQ , Rc Le ROOF X18 �� PLAN �. 942 � SOF NE\t4y ROOD PLAN 1/411 = I'-O" L E C-7 E N D C O N S T R U C T 10 N N O T E S ArmandLeGardeur A R C H IT E C T SURFACE MOUNTED CEILING LIGHT FIXTURE PENDANT MOUNTED CEILING LIGHT FIXTURE CEILING FAN 7 West 22nd Street, 3rd Floor ® New York, New York 10010 RECESSED DOWN LIGHT Tel 212-581-2877 Fax 212.581-1976 ® NEW COMBO GO SMOKE DETECTOR (HARD-W I RED) 117 MASTER CL m�r u 118 MASTER BEDROOM IL I A I 2A I A 14 I I� MASTER � - - � DG----1-0--------D-G- 114 LIVING ROOM F BATH 7A3 w 210LI N _- 10 212 1(ESTIBU E wBI , I C� Iw DG-10 - 21 I DEN —IdJ w - - DG-q 1 I TO I LET w j 2-38'I ! LU �° Ea Ea w I — 2_81b 4'_2k w j T ' w EQ EQ EO EQ C� EQ EQ `` 1~ i w A w "d) - - -- _ �� O� 20 11 GUEST ROOM Itu LLLLLLL 1 uII6 HALL 115 CLOSET 2 _ORGF# IIaA 5HOWE w 120q I HALL w O FOE ENTRY HALL 101 � �/ OPEN TO ESTIBULE \' --- --------- 1 O 13C'S � �C. �. �, --7 ;� � w ABOVE A 2A w W DG-2 DG-2 _ � - - ------- - -CL .�\ , DG-7 -- -- -- DG-7 203 GL 202 GL EQ EQ '✓' 4" EO I EQ I � � In I I I 8 8 Gt Ea Lu w 0 W 102 GL _ - ----- -- -- 104 HAL DG-I u EQ EQ u 3-IS u - m 1 w I 204 GUEST ROOM 107 BATH G-5 u11 n j j !/ O DG-4 w w D _g - I 112 KITCHEN 1 205 1 HALL 105 HIAL Ea EQ � IDG-II _ i j DG--T ' - --- - - DG-7 [,jam EQ Ea � I I � � r EQ EQ w 7 20SQ. TORAGE 106 GL - 4 i i j 1011DINING ROOM CL- Q j Q --- � CL 110 DRO M P` 2A A 206 B TH N lo I EQ EQ DG-12 ' < Ea EQ —--- � DG-6 mid DG-6 B2 �.-� � - CL DG-5 I iv III UTILITY 108 STUDY - � cn iv 07/10/15 PRICING ISSUE 0- 2115116 PERMIT ISSUE RED R �5 le y/J - f RCP PLANS �. 018942 F OF NES FIRST FLOOR REFLECTED CEILING PLAN 1/4 = 1'-0" 2 SECOND FLOOR REFLECTED CEILING PLAN 1/411 = I'-O" ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212.581.1976 TOP OF CHIMNEY ELEV. +55'—all TOP OF RIDGE FRAMING ELEV. +50'-5" i BOTTOM OF SAVE SOFFIT ELEV. +111'-7" ff]H fffl Lir) BOTTOM OF EAVE SOFFIT ELEV. +10'-2" - - - CE D I W I III u 1 W _ G G LT— Z O O w TOP OF FOUNDATIONdk l ELEV. +1'-0" O FINISHED GRADE 7r � ELEV. O'—O" I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I i i 1 I I I I I I I I TOP OF FOOTING L___________________________J L______________________________________________________________J L______________________-- -- -------_____J L_-______-- J I I , ELEV. —4--0" ----------------------------------------------, --------------------------- 1 omL I I I I I I I I I 0'7/10/15 PRICING I55UE 02/18/16 PERMIT ISSUE RED Rc LeG O � Q� SGP 0� * EXTERIOR X ' X18942 �- ELEVATIONS � FOF NE��t Aow201 EAST ELEVATION 1/4" = 1'-O" ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212.581.1976 TOP OF CHIMNEY ELEV. +53'-ci" TOP OF RIDGE FRAMING ELEV. +50'-5'I 1 O BOTTOM OF EAVE SOFFIT ELEV. -- - BOTTOM OF EAVE SOFFIT ELEV. +10'-2° JJI w ,I = G Cn D D O G O 1 O O O i I - 7pO IcD Ioa H-1 _ O ►-aM TOP OF FOUNDA TION ILII ELEV. +1'-0" 13FINISHED GRADE - 1 0'-0" ---` r -,1_,LC _ - ,v I I I I II I II � I I I I I I I I I i I i II i I I I I I I I 0 I I I I I -I TOP OF FOOTING �---- I---------------------------------' I I r______________________r________________________� ELEV. -4'-O" -; L_ � 1 I II I I I II ----------i------- \ I ---- I I I I I _-_____________-_ __________________ _ ___-_- __----- -J - r , I i J_____________J_ -__1__- _.i_________1 0-1/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE ,ED AR c LeG,q * EXTERIOR 01894Al 0�� ELEVATIONS N i NORTH ELEVATION 1/411 A202 ArmandLeGardeur A R C H IT E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212-581.1976 TOP OF CHIMNEY TOP OF RIDGE FRAMING ELEV. +50'-5" -SCO BGG_ 1 BOTTOM OF EAVE SOFFIT - --------- ------ ----- �< — ------ ' ��. - ------ -- -- ELEV. +Iq'-7" — - - i. \ - — - — lil—J�UI I� BOTTOM OF EAVE SOFFIT ELEV. +I0'-2" W F � I O G G - 1 O O G G I I l SII TOP OF FOUNDATION - _ ELEV +1'-0" . O FINISHED GRADE - 1 1 I i I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TOP OF FOOTING L ----------------------------------------------------- Ilk ELEV. -4'-0" I I I I I I I I Ir I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I L J I I I ll Ir I I I I I I L J L J 07/10/15 PRICING I55UE 02/18/16 PERMIT ISSUE Le Q x � 0�1 y' EXTERIOR 9�F 01892 yo ELEVATIONS OF NE.`N WEST ELEVATION 1/411 = 1'-0" ArmandLeGardeur A R C H IT E C T 7 West 22nd Street,3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212.581.1976 TOP OF CHIMNEY ELEV. +33'-q" it TOP OF RIDGE FRAMING ELEV. +30'-3" �� c�- GCCo - Jdoo O BOTTOM OF EAVE SOFFIT ELEV. +Ic-1'-7" I - V O O W w �- Q zLr) BOTTOM OF EAVE SOFFIT ►�, ELEV. +10'-2" - j - I I I � W W i I -- H H H Cn I O O O j I III \ i O I I O w i i TOP OF FOUNDATION \ . ELEV. I O" - LE l M - _ I�1 O FINISHED GRADE 5r-- - ELEV. OI_O" - I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I TOPOF FOOTING ` ----------------------------------------J ------------------------------------------------------------------------------L-------------------------------------------------------------J -----------------------------------------------J ELEV. -4'-O" ----------------------------------------------------------------------------- ------------------------------------ ----------------------- -----------------r-------------------------------------------------------------, ----------------------------------------------, I I I I I I I I I I 07/10/15 PRI G I NG 155UE 02/18/16 PERMIT I55UE i RED q,'C G� n,-1 EXTERIOR X18942 ELEVATIONS F OF NES y SOUTH ELEVATION 1/4" = 1'-0" ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212.581.1976 TOP OF CHIMNEY ELEV. +33'-q �0 L i TOP OF RIDGE FRAMING ELEV. +30'-5" _ I i i I II O - -- -- _ i i BOTTOM OF EAVE SOFFIT ELEV. +I1'-7" 0 0 j �II i W N 12051 GL 202 GL 210 20q HALL —O Q O� I � - � BOTTOM OF EAVE SOFFIT - — --- I _ ------- -- —-- - --- "� -- - D IF L i I I � I 1 i I i uLF- 101 VES-- B- 105 I ENTRY HAL©L IL 2 1I—12GLamH-E N_, -- IIII -- 113 ' l!I 77 I —_ , I - II OTOP OF FOUNDATION ELEV. +1'-0" 'n� O FINISHED GRADE -- DID] O OM ow = 003 CRAWL SPACE O I i . • II I TOP OF FOOTING - -------- - " ot ELEV. -4'-0" 1- + _ j 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE PCO Le qRo * BUILDING -7ojssa2 0�� SECTION B F NE�� BUILDING SEOTION B 114" = 1'-0" ArmandLeGardeur .�C. A R C H I T E C T RED CEDAR 10.5 / ��C SHINGLES AT ROOF; / A�`� �\�¢�` 01, " QSWO FLOORING O O� EXPOSURE 5 (TYP) + p ZADIANT FILOOR ON / PLYWOOD 5UBFL0OR CONTINUOUS ICE AND (2) LAYERS Ix2 NAILING STRIPS BELOW ROOF / 4 - -- — PLYWOOD ROOF DECK Q5W0 FLOOR G ON WATER SHIELD ON / SHINGLES (TYP) / RADIANT FLO ON �" / PLYWOOD S FLOOR - % p�C 7 West 22nd Street, 3rd Floor CONTINUOUS ICE .AND / - RED CEDAR RED CEDAR �¢ New York, New York 10010 WATER SHIELD ON / mltt 5HINGLES AT ROOF; ml� SHINGLES AT ROOF; I 7,+\ Tel 212.581.2877 Fax 212.581.1976 EXPOSURE 5" (TYP) I mIU PLYWOOD ROOF DECK I' - EXPOSURE 5 (TYP) _ I INSECT 5CREEN AT — � _ mld (2) LAYERS Ix2 NAILING CONTINUOUS VENT OPENING I (2) LAYERS Ix2 NAILING II I -f/8'' T\.IIs ®16" STRIPS BELOW ROOF \ �� STRIPS BELOW ROOF COPPER GUTTERS \ \ \ OC SHINGLES (TYP) \ y\ l SHINGLES (TYP) i -7/a J l s AND LEADERS (TYP) \ _ \ \ / \ / \ = i / r1dJ rI�O \ 1 = INSECT 5 n GREEN AT i CONTINUOUS VENT OPENING --------------- INSECT SCREEN AT--,,,, -� _ --- - CONTINUOUS V1ENT OPENING 8.0. SAVE �� R3a BATT INSULATION o, cnld SOFFIT = ( AT CEILING (TYP) R35 BATT INSULATION AT CEILING (TYP) R38 BATT INSULATION ELEV +10'-2-I/2" -IN •� :: -- - - -- CEILING (TYP) I � - I GYPSUM BOARD GYPSUM BOARD 1 I „ I I8" I -I2 2 42 CEILING FINISH (TYP) 4'-10 G ILING FINISH (TYP) I I _5 � GYPSUM BOARD —7 bv8 2 4.2 CEILING FINISH (TYP) 1 -J� PAINTED WOOD PAINTED WOOD I ( INTERIOR TRIM (TYP) INTERIOR TRIM (TYP) I -IIS INTERIOR TR M(T1'P) \� Li FLASHING GAP AT ALL Li FLA5HING GAP AT ALL PAINTED WOOD SAVE DOOR AND WINDOW DOOR AND WINDOW FASCIA, BEAD BOARD ( PAINTED WOOD SAVE HEAD TRIM HEAD TRIM' FASCIA, BEAD BOARD SOFFIT AND NALL ( SOFFIT AND WALL CORNICE (T"l CORNICE (TYP) I I : I I ', I I I I II I iI � I III I I II I I II I I \ I I I, IIII I�i y I' ,r �I II I I I I BREATHABLE BUILDING ( � WRAP OVER J" PLYWOOD 1 EXTERIOR WALL RED CEDAR SHINGLES ` j J SHEATHING (TYP) AT EXTERIOR WALL, II EXPOSURE 6-1/8" (TYP) R-21 BATT INSULATION I AT EXTERIOR WALLS (TYP) I ' I HOME SLICKER WALL _ I y I I SHINGLE UNDERLAYMENT � � �_ GYPSUM WALL BOARD (TYP) i i, Q GCi i. I r I I II' I I i I I I IIIA I i I I I I i � I Z III I ISI I O I I 1 I I i _ M I I 0 I I II I I I I I I i II II i II i I I I I l I I ,III II, I I I I II I Ili I I II II I I ISI II II I I i I i III I I i I III F LGG ASHIN L G BE LOW I I EXTERIOR WALL PLATES I LGG FLASHING BELOW I , R _ \ WITH 6 MIN. VE EXTERIOR DO I VERTICAL OR S � L LEG ILL n TO OVERLAP I WITH 6" MIN. VERTICAL LEG IV ( FOUNDATIONATERPRON WALL T NATE PROOFING AT 2" BLUESTONE PAVERS (TYP) FOUNDATION WALL a5N ADIAI° FLOORFLOORON ON 2" MUD SETTING BED " a5NO FLOORING O " R 07/10/15 PRICING ISSUE AD I ANT FLOOR ON " I2LYWO�D UBFLOO PLYWOOD SUBFLOOR 02/18/16 PERMIT ISSUE 12" PIER BEYOND F I N'D F I RST FLOOR - ELEV -IN ml<t m� -- DUROGK :, 777 ml�r �_ Ie) X � _'fJls@I6 Or, \ - J .. .. ... ... \ \ II /8 TJIs MI6 OG 6 EXTERIOR / - I : 117/8" T, {s ®I6' OG STONE VENEER v a 1 :N . t lid) v 4 4 FIND GRADE ELEv o'-0" R38 BATT FLOOR <7 R35 BATT INSULATION AT D GK (TYP) - a Q a INSULATION AT = :r ,R GKING FLOOR DECK (TYP) r JOISTS L 6 I 6 a �Rp / 6 :14 LVL LVL BLOCKING 4 LVL BLOCKING 6 6 BOLTS BETWEEN JOISTS a GONTNUOU RITUTH N - a _JFBETWEEN JOISTS N TERPROOF 1 TO_EXTF�II�7 �"O ANCHOR BOLTS, —J Y EXTERIOR FULL-H�IGHT'OF-FOUNDATI Oi�— I'- 1'-4" LONG "f6 ANCHOR BOLTS, a a " -- WALL NALL FROM TOP OF 5UBFLOORING a< AT 16" O.G. I -0 6 1,44 a 1'-4" LONG I'_4" J, Olgg42 0SECTIONS TO BOTTOM OF FOOTING a AT I6 O.G. 10 F NE�y 4 4 4 TYPICAL WALL SECTION 1-1/2" = I '-O" 2 WALL SECTION AT FRONT PORCH 1-1/2" = 1'-O" 3 WDLL SECTION AT REAR DECKI-1/2" = 1'-O" ArmandLeGardeur A R C H I T E C T II' OPENING BELOW SHINGLE RIDGE GAP ��— 7 West 22nd Street, 3rd Floor INSTALL LAYER OF CEDAR New York, New York 10010 PAINTED WOOD BREATHER BELOW SHINGLE Tel 212.581.2877 Fax 212.581.1976 WALL CORNICE TRIM SADDLE GAP (gROOF RIDGE T.O. RIDGE FRAMING mld c()Id ELEV +30'-3" / \ / \ _ - / I 10.5 / \ 2x10 RAFTERS @16" OG =1� / I � / \ I / K \\\ 4" I RED CEDAR / INGLES AT ROOF; \ 9/ EX SURE 5" (TYP) \ (2) LA S Ix2 NAILING IN STRIPS B ON ROOF \ SHINGLES ( ) I CONTINUOUS ICE ND ZqATER SHIELD ON j " PLYWOOD ROOF GK I i i SECTION ® ROOF RIDGE 1-1/2" = I'—O" 2 SECTION ® ROOF RAGE 1-1/2" = 1'-0" 5 NOT U5ED 4 NOT U5ED i INSECT SCREEN AT INSECT SCREEN AT 1 INSECT SCREEN AT I INSECT SCREEN AT / CONTINUOUS VENT OPENING I CONTINUOUS VENT OPENING CONTINUOUS VENT OPENING CONTINUOUS VENT OPENING / V COPPER GUTTERS �"" COPPER GUTTERS COPPER GUTTERS COPPER GUTTERS AND LEADERS (TYP) / AND LEADERS (TYP) AND LEADERS (TYP) AND LEADERS (TYP) O mist -1(V)4 Lit- 511 24- 8 IS I t-lilt 2 42 (� <. IS" 1'_5 2 2 �� ) 15.. 2 2 2 �y > M O \, i 1 I :21.-25 .. � rel a� ��-� I'-78" 5 SECTION @ EA\/E, I BOARD TYP. 1-1/2" = 1'-0" 6 SECTION @ EAVE, 4 BOARDS TYP. 1-1/2" = 1'-0" 5E07I0N @ EAVE, 5 BOARDS TYP. 1-1/2" = I'—O" 8 SECTION @ EAVE, 6 BOARDS TYP. 1-1/2" a i CONTINUOUS BITUTHANE WATERPROOFING TO EXTEND TO TOP OF FOUNDATION WALL ) a SEE STRUCTURAL DRAWINGS 2" BLUESTONE PAVERS TYP FOR CONCRETE " G(BED REINFORCEMENT DETAILS STEEL COLUMN PER a ON 2MUD SETTIN STRUCTURAL PLAN PAINTED WOOD COLUMN p Q FORGED STEEL RAILING LINE OF INTERIOR ' WOOD DECKING 07/10/15 PRICING ISSUE FINISHED FLOO 02/18/16 PERMIT 15SUE a " COMPRESSIBLE JOINT FILLER -- -- - - ----- -- -- --------------------- I OVERHAN I -O GL R AT PERIMETER OF FOUNDATION 2" BLUESTONE PAVERS (T1'P) 2"x17" BLUESTONE � PAVERS AROUNDVA PERIMETER OF PORCH =7 77777777777777777777 7 211 RAT SLAB a u STONE VENEER z I �I ' v PT FLOOR FRAMING a I a PER STRUCTURAL PLAN -- _ O.D. -- a. o FOUNDATION WALL DRAIN PIPE A/ GRAVEL 3 MIN 6" EXTERIOR 51ONE VENEER - / \ a �' — 6" EXTERIOR STONE VENEE - a -- a - a ROUND ALL SIDES OFE a REp FDN DRAIN SLAB ON GRADE SEa SLAB ON GRA DRAIDE SEE a -- — - _ STRUCTURAL DRANINGS— - STRUCTURAL ^IINGS - '\ FOR- REINFORCEMENT, DETAILS FOR REINFORCEMENT DETAILS a FILTER FABRIC6" 6" 6" 6° 6" 6" v 4" Q Q d d ;o - a 1'-4" as EXTERIOR -- _ — 1'-0" 1''-0" a 9T ��894i DETAILS ------------ --- - - - - -- -- a a F pF NO -t - Aoo402 - -- ------ - - - -- - a a a Q FOOTING, TYP. 1-1/2" = 1'—O" 10 SECTION @ TERRACE WALL 1-1/2" = 1'-0" 11 5EOTION @ TERRACE STEPS 1-1/2" = I'—O" 12 SECTION @ SCREEN PORCH D O S GH E D U 1_ E GASED OPEN I NG SGH E D U L E ArmandLeGardeur A R C H IT E C T O ROOM aTY UNIT 51ZE ROUGH OPENING FIN'D M5RY OPG ROUGH HEAD MSR"( HEAD DETAILS DESCRIPTION LITES SCREEN REMARKSLOCATION OPENING SIZE ROUGH OPENING DETAILS O O O REMARKS WIDTH X HEIGHT THICK WIDTH X HEIGHT WIDTH X HEIGHT ABOVE 5UBFLR ABOVE SUBFLR JAMB HEAD SILL ELEV. MATERIAL OPERATION TYPE GLAZING FROM TO WIDTH X HEIGHT WIDTH X HEIGHT JAMB HEAD SILL 0 0 0 0 0 0 0 A 101 2 I'-O" x 8'-0" W41-011 1 I WOOD FIXED SIDELIGHT 3 N/A A 101 101 103 4-O x 81-011 101 AOOO A000 A000 A000 A000 A000 A000 0 0 0 O 7 West 22nd Street,3rd Floor 107 2 1 '-0" x 3'-0" WOOD OPERABLE ELLIPTICAL POCKETING 4 WD/BRNZ 102 103 104 2'-8" x 8'-0" O O 0 102 New York, New York 10010 A000 A000 A000 A000 A000 A000 AOOO Tel 212-581.2877 Fax 212.581.1976 B B 0 0 0 O 0 0 O Ila I 2'-0" x 3'-0" WOOD OPERABLE ELLIPTICAL POCKETING 4 WD/BRNZ 103 104 105 2'-8" x 8'-0" 103 A000 A000 A000 A000 A000 A000 A000 0 O 0 0 0 0 0 108 5 3'-0" x 5'-3 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ ITE5 IN UPPER SASH ONLY104 103 10941-011 x 8'-0" 104 A000 AOOO A00o A000 A000 A000 A000 O O O O G III 1 3'-0" x 5'-3 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITES IN UPPER SASH ONL G 105 110 112 2'-10" x 8'-0" O O O 105 A000 A000 A000 A000 A000 A000 A000 0 0 0 0 0 0 0 118 3 3'-0" x 5'-3 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITES IN UPPER SASH ONL 106 103 110 4'-0" x 8'-0" 106 A000 A000 A000 A000 A000 A000 AOOO O O O O D 109 2 2'-0" x 5'-3 1/4" WOOD OPERABLE DOUBLE HUNG 4 WD/BRNZ LITES IN UPPER SASH ONLYD 107 2 103 116 '-8" x 8'-0" O O O 107 A000 A000 A000 A000 A000 A000 A000 0 0 0 0 0 0 0 E 109 1 3'-8" x 5'-3 1/4" WOOD OPERABLE DOUBLE HUNG 8 WD/BRNZ LITES IN UPPER SASH ONLY E 108 119 3'-0" x 8'-0" 107 AOOO A000 A000 A000 A000 A000 A000 0 O O O 0 0 0 F III 1 2'-b" x 4'-71/4" WOOD OPERABLE DOUBLE HUNG 4 WD/BRNZ ITE5 IN UPPER SASH ONLYF 109 119 3'-0" x 8'-0" 107 AOOO A000 A000 A000 A000 A000 A000 0 0 0 0 0 0 O G 112 2 2'-b" x 4'-11 1/4" WOOD OPERABLE DOUBLE HUNG 4 WD/BRNZ LITES IN UPPER SASH ONLYG 201 211 212 3'-0" x '7'-0" 201 A000 A000 A000 A000 A000 AOOO A000 H 114 3 2'-7" x b'-4 5/8" 0 0 O O CURVED IN PLAN 0 0 0 WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITES IN UPPER SASH ONL H 202 205 209 2'-8" x 7'-0" 202 (INT. DIM.) A000 A000 A000 A000 A000 A000 A000 0 0 0 0 201 2 3'-0" x 4'-71/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITES IN UPPER SASH ONLY A000 A000 A000 A000 I I 0 O O O 204 2 3'-0" x 4'-7 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITE5 IN UPPER SASH ONLY AOOO A000 A000 A000 0 0 0 0 20b 1 3'-0" x 4'-51/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITE5 IN UPPER SASH ONLY AOOO A000 A000 A000 0 0 0 0 J 207 1 3'-0" x 4'-3 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITES IN UPPER SASH ONLY J A000 A000 A000 A000 0 0 0 O W 211 2 3'-0" x 4'-3 1/4" WOOD OPERABLE DOUBLE HUNG b WD/BRNZ LITE5 IN UPPER SASH ONLYr l A000 A000 A000 A000 v O O O O z K 208 I 3'-O" x 4'-6" WOOD FIXED ELLIPTICAL 9 WA K A000 A000 A000 A000 T W z0 Fr 11 0.' 1111E]EI � w _ I w z O -11T LLI >=1 E-- - t-1c0 m Ln m �r a � :21-611 w WINDOW TYPE O I/2" = I '-O" 2 WINDOW TYPE O I/2" = I'-O" 3 WINDOW TYPE OG I/2" = I'-O" 4 WINDOW TYPE DO I/2" = I '-O" 5 WINDOW TYPE O I/2" = I'-O" 6 WINDOW TYPE O I/2" = I'-O" 07/10/15 PRICING ISSUE 02/18/16 PERMIT 155UE -- ter r m i RED Cyr cb 3'-0 51-011 \ 2'-6" 3'-O 0 WINDOW 4 yj� 018942 y�Q SCHEDULE OF NE1 -� WINDOW TYPE GO 1/2" = 1'-O" g WINDOW TYPE O 1/2" = 1'-O" q WINDOW TYPE OI 1/2" = 1 '-O" IO WIINDOW TYPE OJ 1/2" = 1'-O" II WINDOW TYPE O 1/2" = 1'-O" 12 NOT USED D O O R S GH C D U L E H E D U J_ E ArmandLeGardeur A R C H I T E C T LOCATION DOOR SIZE ROUGH OPENING DETAILS HARE LOCATION DOOR SIZE ROUGH OPENING DETAILS O DESCRIPTION T'I'DE SET REMARKS � O DESCRIPTION -n.PE HS!ARE REMARKS � FROM TO WIDTH X HEIGHT THICK WIDTH X HEIGHT JAMB HEAD SILL ELEV. FROM TO WIDTH X HEIGHT THICK WIDTH X HEIGHT JAMB HEAD SILL ELEV. O o O O o O O O 001 001 3'-0" x 7'-0" I-3/4" A000 A000 A000 A000 RAISED WOOD PANEL W/ 8 GLASS LITE ABOVE 1 001 116 114 (2) 2'-0" x 8'-0" 1-3/4" A000 A000 A000 A000 PAIRED 12 GLASS LITE WOOD FRAME DOOR O 116 O O o O O O O o 7 West 22nd Street, 3rd Floor 002 001 003 3'-0" x 3'-0" 1-3/4" CRANILSPAGE DOOR O 002 117 114 (2) 2'-0" x 8'-O" 1-3/4" PAIRED 12 GLASS LITE WOOD FRAME DOOR 2 117 New York, New York 10010 AOOO AOOO A000 AOOO AOOO AOOO A00o A000 O Tel 212-581.2877 Fax 212.581.1976 O O O O O O O O O 003 001 003 3'-0" x 5'-0" 1-3/4" GRAWLSPAGE DOOR 003 118 115 116 2'-8" x 8'-0" 1-3/4" A000 A000 A000 A000 A000 A000 A000 A000 2 118 O O O O O O O O O 004 001 002 3'-0" x 6'-8" 1-3/4" 2 004 119 116 118 2'-8" x 8'-O" 1-3/4" A000 A000 A000 A000 A000 A000 A000 A000 2 119 O O O O O O O O O 005 003 004 3'-O" x 3'-0" 1-3/4" CRAWL5PAGE DOOR 005 120 117 118 2'-8" x 8'-0" 1-3/4" 2 120 A000 A000 A000 A000 A000 A000 A000 A000 O O o O O O O O 101 101 3'-O" x 8'-0" 2-1/4" CUSTOM RAISED 10 PANEL WOOD DOOR 2 101 121 118 Ilq 2'-8" x 8'-O" 1-3/4" O 121 A000 A000 A000 A000 A000 A000 AOOO A000 O O O O OO O O O 102 101 102 2'-8" x 8'-0" q 2 I-3/4" — 2 102 201 201 20 '-8" 7 x '-O" I-3/4" O 201 A000 A000 A000 A000 IA000 A000 A000 A000 O O O O O O O O O 103 105 107 2'-8" x 8'-0" I-3/4" 2 103 202 201 202 2'-8" x 7'-0" I-3/4" O 202 A000 A000 AOOO A000 A000 A000 A000 A000 O O O O O O O O 104 105 106 2'-8" x 8'-0" 1-3/4" 2 104 203 203 204 2'-8" x 7'-O" 1-3/4" O 205 A000 A000 A000 A000 A000 A000 A000 A000 O O O O O O O O 105 104 108 2'-8" x 8'-O" 1-3/4" 105 204 204 20q 2'-8" x 7'-0" 1-5/4" O 204 A000 A000 A000 A000 AOOO A000 A000 A000 O O O O O O O O 106 103 109 2'-6" x 8'-0" 1-3/4" CONGEALED 106 205 205 206 2'-8" x 7'-0" 1-3/4" O 205 A000 AOOO A000 A000 A000 AOOO A000 A000 O O O O O O O O O 107 103 109 2'-6" x 8'-0" I-I/2" CONGEALED 2 107 206 205 206 2'-8" x 7'-0" I-3/4" O 206 A000 A000 A000 A000 A000 A000 A000 AOOO 0 o O O O O O O 108 IOq 112 2'-10" x 8'-011' I-3/4" BI-SWING DOOR I 108 207 205 207 2'-8" x 7'-0" 1-3/4" O 207 A000 A000 A000 A000 AOOO A000 A000 A000 O O O O O O O O 109 110 2'-10" x 8'-011' 1-3/4" RA15ED WOOD PANEL W/ 8 GLASS LITE ABOVE 2 IOq 208 208 212 3'-0" x 7'-0" 1-3/4" RAISED WOOD PANEL W/ 8 GLASS LITE ABOVE I Q 208 A000 A000 A000 AOOO A000 A000 A000 A000 O O o o O O O O 110 110 III 2'-8" x 8'-0" 1-3/4" POCKET DOOR 1 110 20q 212 2'-8" x V-8-3/4" 1-3/4" O 204 A000 A000 A000 A000 A000 A000 A000 A000 r �- 1 O O O O 111 112 2'-10" x 8'-0"' 1-3/4" WOOD OOD PANEL W/ 8 GLASS LITE ABOVE O III 210 2oq 210 2'-8" 7 x '-0" 1-3/4" O O D O O 210 A000 A000 A000 A000 A000 A000 A000 A000 0 o O O O o O O 112 112 114 (2) 2'-0" x 8'-O" 1-3/4" PAIRED WOOD DOORS O 112 211 210 2'-8" x V-8-3/4" 1-3/4" O 211 A000 AOOO A000 A000 A000 A000 A000 A000 113 113 2'-6" x 8'-0" 1-3/4" SCREEN DOOR O 115 w A000 A000 A000 AOOO Lr) 0 0 o O F� r 114 113 114 3'-O" x 8'-O" 1-3/4" A000 A000 A000 A000 12 GLASS LITE WOOD FRAME DOOR O 114 r—I A000 O O O o 115 113 114 3'-O x 8-O 1-3/4 12 GLASS LITE WOOD FRAME DOOR O 115 O A000 A000 A000 Z O w w C� 0 oz w O VARIES Ilk VARIES w 7� � - - I it -- -- w > w 3-o" PRICING ISSUE 02/18/16 PERMIT ISSUE > - - IL ' I 0 � I � i II L G q,' DOOR N SCHEDULE '9 018942 y0 OF r1E`N A ,502 DOOR TYPE OI 3/4" = 1 '-O" 2 DOOR TYPE O2 3/4" = 1'-0" 5 DOOR TYPE O 3/4" = 1'-O" 2 DOOR TYPE 4O 3/4" = I'-O" N I ArmandLeGardeur A R C H I T E C T ROOM INT. FLOOR WALLS CEILING BASEBOARD GAS I NG CORNICE CABINETRY COUNTERTOP SPECIAL ITEMS ELEV. REMARKS NO. NAME MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL MATERIAL DETAIL ITEM MATERIAL DETAIL O O STAINED RED CEDAR O O O O EXT ENTRY PORCH BLUESTONE PAVERS 5HIN&LE5 STAINED WOOD PLANKS (NONE) PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 AODO A000 7 West 22nd Street, 3rd Floor 0 0 0 0 0 0 0 101 VESTIBULE STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WWD M WOOD PAINTED WOOD (NONE) New York, New York 10010 A000 A000 A000 AOOO A000 A000 A000 Tel 212.581.2877 Fax 212.581.1976 O O O O O O 102 OL05ET STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD (NONE) (NONE) (NONE) PAINTED WOOD SHELF AOOO A000 A000 A000 A000 A000 O O O O O O O 105 ENTRY HALL STAINED WOOD PLANKS PAINTED WOOD PANELING GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 AOOO A000 A000 AOOO O O O O O O O 104 HALL STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 AOOO A000 A000 O O O O O O O 105 HALL STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) AOOO A000 A000 A000 A000 A000 A000 O O O O O O 106 CLOSET STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD (NONE) (NONE) (NONE) PAINTED WOOD SHELF A000 A000 A000 A000 AOOO A000 O O WOOD WAINSCOT, O O O O O O O O 107 BATH CERAMIC TILE GYPSUM BOARD ABOVE GWW GYPSUM BOARD PAINTED WOOD PAINTED WOOD - PAINTED WOOD PAINTED WOOD GAE5ARSTONE SHOWER CERAMIC, TILE A000 A000 A000 A000 AOOO A000 A000 A000 A000 A000 O O O O O O O 105 STUDY STAINED WOOD PLANKS 6YP5UM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) AOOO A000 A000 AOOO AOOO A000 AOOO O O PAINTED WOOD WAINSCOT, O O O O O D O GYPSUM BOARD ABOVE loci DINING ROOM STAINED WOOD PLANKS GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) BOOKSHELVES PAINTED WOOD A000 A000 AOOO A000 A000 A000 A000 AOOO AOOO O O O O O O O O O 110 MUD ROOM TERRA GOTTA TILES WOOD BEADBOARD 6YP5UM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) BUILT-IN CABINET STAINED WOOD A000 A000 A000 A000 A000 A000 A000 A000 A000 O O O O O O O O O III UTILITY TERRA GOTTA TILES GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD GORIAN GORIAN BACK5PLA5H AND KICK5PAGE A000 A000 AOOO A000 A000 A000 A000 A000 A000 O O O O O O O O O CAE5ARSTONE COUNTER ON ISLAND, STONE TILE 112 KITCHEN STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD GAESARSTONE A000 A000 A000 AOOO A000 AOOO A000 AOOO A000 BACK5PLASH, WHITE GORIAN KICKSPACE O O STAINED RED CEDAR O O O EXT DECK BLUESTONE PAVERS SHINGLES (NONE) (NONE) PAINTED WOOD PAINTED WOOD (NONE) (NONE) AOOO A000 A000 AOOO AOOO O O O O O O STAINED RED CEDAR SHINGLE EXTERIOR WALL 115 SCREENED PORCH STAINED WOOD PLANKS SCREEN PANELS STAINED WOOD PLANKS (NONE) PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 A000 A000 AND COLUMNS O O O O O O O 114 LIVING ROOM STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) V A000 A000 A000 A00o A000 A000 A000 O O O O O O O O 115 CLOSET STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WODD (NONE) (NONE) SHELVING PAINTED WOOD A000 A000 A000 A000 A000 A000 AOOO A000 O O O O O O O W 116 HALL STAINED WOOD PLANKS GYPSUM BOARD 6YP5UM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) W u'1 A000 A000 A000 A000 A000 A000 A000 Z O O O O O O O O O Q� 117 MASTER CLOSET STAINED WOOD PLANKS GYPSUM BOARD 6YP5UM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) SHELVING PAINTED WOOD A000 A000 A000 A000 AOOO A000 A000 A000 AOOO 118 MASTER BEDROOM STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) 0 A000 A000 A000 A000 A000 A000 A000 O O PAINTED WOOD WAINSCOT O O O O O O O Ilq MASTER BATH CERAMIC, TILE GYPSUM BOARD ABOVE 6YP5UM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) BUILT-IN CABINET STAINED WOOD P-4A000 A000 A000 A000 A000 A000 A000 A000 O O PAINTED WOOD WAINSCOT O O O O O O W W IIq-A TOILET CERAMIC TILE YPSUM BOARD ABOVE 6YP5UM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) PAINTED WOOD SHELVING IN CABINET Z G A000 A000 A000 A000 A000 A000 A000 I O O O O O O O O IIq-B SHOWER CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC, TILE (NONE) (NONE) BENCH GORIAN O O Z A000 A000 A000 A000 A000 A000 A000 A000 W O O O O O O O O 201 GUEST ROOM STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) M A000 A000 A000 A000 A000 A000 A000 O O O O O O PAINTED WOOD SHELF ' 202 CLOSET STAINED WOOD PLANKS GYP5UM BOARD 6YPSUM BOARD PAINTED WOOD PAINTED WOOD (NONE) (NONE) (NONE) A000 A000 A000 AOOO A000 A000 O O O O O O O PAINTED WOOD SHELF 205 CLOSET STAINED WOOD PLANKS 6YP5UM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD (NONE) (NONE) (NONE) AOOO A000 A000 A000 A000 A000 O O O O O O O 204 GUEST ROOM STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 A000 A000 A000 O O O O O O O PAINTED WOOD SHELVING IN CLOSET 205 HALL STAINED WOOD PLANKS PAINTED WOOD PANELING GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) A000 AOOO A000 A000 A000 A000 AOOO 206 BATH 0 CERAMIC TILE O CERAMIC TILE WAINSCOT, O GYPSUM BOARD O CERAMIC, TILE O PAINTED WOOD PAINTED 0 PAINTED WOOD 0 (NONE) GAESARSTONE A000 AODO GYPSUM BOARD ABOVE A000 AOOO A000 A000 A000 A000 O O O O O 207 STORAGE UNFINISHED GYPSUM BOARD 6YP5UM BOARD PAINTED WOOD PAINTED WOOD (NONE) (NONE) (NONE) A000 A000 A000 A000 A000 O O STAINED RED CEDAR O O O O O O STAINED RED CEDAR SHINGLE COLUMNS 208 PORCH STAINED WOOD PLANKS SHINGLES STAINED WOOD PLANKS (NONE) PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) BENCH PAINTED WOOD A000 A000 A000 A000 A000 A00o A000 A000 O O PAINTED WOOD WAINSCOT, O O O O O 20q HALL STAINED WOOD PLANKS GYPSUM BOARD ABOVE STAINED WOOD PLANKS PAINTED W WOOD - PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 A000 A000 A000 210 LINEN 0 STAINED WOOD PLANKS 0 GYPSUM BOARD 0 6YP5UM BOARD 0 PAINTED WOOD 0 PAINTED WOOD 0 PAINTED WOOD 0 (NONE) (NONE) SHELVING PAINTED WOOD 0 07/10/15 PRICING I55UE AOOO AOOO A000 AOOO AOOO AOOO AOOO AOOO 02/15/16 PERMIT ISSUE 0 0 0 0 0 0 0 0 0 211 DEN STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) BOOKSHELVES PAINTED WOOD A000 AOOO A000 A000 A000 A000 A000 AOOO A000 O O O O O O O 212 VESTIBULE STAINED WOOD PLANKS GYPSUM BOARD GYPSUM BOARD PAINTED WOOD PAINTED WOOD PAINTED WOOD (NONE) (NONE) A000 A000 A000 A000 A000 A000 A000 ` q'S'0� Q G� 0.-� r * FINISH '1Z � x,8942 0� SCHEDULE �� Aoo701 ArmandLeGardeur A R C H I T E C T ❑ 11.0peration and maintenance manual provided to building owner 1 B-1: ❑ 12.Balancing devices provided in accordance with IMC 603.17 Heating:Hot Water Boiler,Capacity 114 kBtu/h,Gas,with Waterloop Heat Pump No minimum efficiency requirement applies ❑ 13.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by COM check Software Version 3.9.4 systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Mechanical Compliance Certificate Section 4: Requirements Checklist Exception(s): 7 West 22nd Street, 3rd Floor ❑ Systems with heat recovery. New York,New York 10010 Requirements Specific To: AC-1 ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. Tel 212-581-2877 Fax 212.581.1976 ❑ 1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER ❑ Systems with a design outdoor airflow less than 1200 cfm. 2010 New York Energy Conservation Construction CodeL) Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. Requirements Specific To: AC-2 : ❑ 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings (j1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER Exception(s): Section 1: Project Information Requirements Specific To: AC-3 L] Gravity dampers acceptable in buildings<3 stories Project Type: New Construction ❑ 15.Automatic controls for freeze protection systems present J yp ❑ 1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER Project Title ❑ 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Requirements Specific To: AC-4 : Exception(s): Construction Site: Owner/Agent: Designer/Contractor: ❑ 1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Requirements Specific To: AC-5 : ❑ Systems serving spaces that are heated and not cooled to less than 60°F. Section 2: General Information ❑ 1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Building Location(for weather data): New York,New York Requirements Specific To: AC-6 : ❑ Heating systems in climates with less than 3600 HDD. Climate Zone: 4a ❑ 1. Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. 171 Madison Avenue 016 Systems requiring dehumidification that employ energy recovery in series with the cooling coil. New 95.2York,22 F 212. Section 3: Mechanical Systems List ❑ y q 9 p y 9Y ry g r 212695.2422 F212.695223 Requirements Specific To: B-1 : j Laboratory fume hood exhausts stems that have either a variable air volumes stem capable of reducing exhaust and makeup air �'^,,., 93 Lake Avenue rY Y Y P 9 p it ❑ ..: . ❑ 1. Newly purchased heating equipment meets the heating efficiency requirements z.. ... ., I Danbury,CT 06610 Quantity System_Type_8 Description ❑ 2. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooter nor boiler can operate volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: `+; 203.7761017 F 203.776 1016 a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower KONttR RONAN,tit!www kohlertonan tom 1 AC-1 (Single Zone):Split System Heat Pump ❑ 3. Two-position valve on each heat pump having total heat pump system power>10hp wmsuuwc eH .1- E-mail knee@kohlerronan.00m than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Heating Mode:Capacity=14 kBtu/h, ❑ 4. Systems with multiple boilers have automatic controls capable of sequencing boiler operation Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF Cooling Mode:Capacity=12 kBtu/h, Generic Requirements: Must be met by all systems to which the requirement is applicable: Section 5: Compliance Statement Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Fan System: None Exception(s): Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The pr s e ❑ p sequence chanical systems have been designed to meet the 2010 New 1 AC-2(Single Zone):Split System Heat Pump ❑ Standby equipment automatically off when primary system is operating York Energy Conservation Construction Code requirements in CO rh Ve ion 3.9.4 and to comply with the mandatory requirements in the Heating Mode:Capacity=20 kBtu/h, Multiple units controlled to se operation as a function of load Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF P Requirements Checklist. Cooling Mode:Capacity=18 kBtu/h, ❑ 2. Minimum one temperature control device per system Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system �� S. �� ► _��fNG _ __ _ �•-2_?�•�� Fan System: None ❑ 4. Load calculations per ASHRAE/RCCA Standard 183. arae-Title Sign Date 1 AC-3(Single Zone):Split System Heat Pump ❑ 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup Heating Mode:Capacity=20 kBtu/h, Exception(s): Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF ❑ Continuously operating zones Section 6: Post Construction Compliance Statement Cooling Mode:Capacity=18 kBtu/h, Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER El6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment Fan System: None ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces provided to the owner. R-8 supply and return air duct insulation outside the building ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. 1 AC-4(Single Zone):Split System Heat Pump R-8 insulation between ducts and the building exterior when ducts are part of a building assembly ❑ Written HVAC balancing and operations report provided to the owner. Heating Mode:Capacity=9 kBtu/h, Exception(s): Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF ❑ Ducts located within equipment The above post construction requirements have been completed. r T 1 Cooling Mode:Capacity=8 kBtu/h, Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. Fan System: None ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment Principal Mechanical Designer-Name Signature Date 1 AC-5(Single Zone):Split System Heat Pump ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics Heating Mode:Capacity=14 kBtulh, ❑ 10.Hot water pipe insulation: 1.5 in.for pipes-1.5 in.and 2 in.for pipes>1.5 in. Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes-1.5 in.and 1.5 in.for pipes>1.5 in. Cooling Mode:Capacity=12 kStu/h, Steam pipe insulation: 1.5 in.for pipes-1.5 in.and 3 in.for pipes >1.5 in. Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER Exception(s): W Fan System: None [�- ❑ Piping within HVAC equipment. w 1 AC-6(Single Zone):Split System Heat Pump ❑ Fluid temperatures between 55 and 105°F. Heating Mode:Capacity=11 kBtu/h, Proposed Efficiency=14.64 HSPF,Required Efficiency=7.70 HSPF ❑ Fluid not heated or cooled with renewable energy. Cooling Mode:Capacity=10 kBtu/h, ❑ Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHR1840 rating). Proposed Efficiency=14.22 SEER,Required Efficiency=13.00 SEER Fan System: None ❑ Runouts<4 ft in length. � zO Project Title: Report date: 03/06/15 Project Title: Report date: 03/06115 Project Title: Report date: 03/06/15 O Data filename:K:\Projects\2014\14040-Ffolliott Residence\Calculations-Equipment-Survey\Meth\COMcheck\14040 Data filename:K:\Projects\2014\14040-Ffolliott Residence\Calculations-Equipment-Survey\Mech\COMcheck\14040 Data filename:K:\Projects\2014\14040-Ffolliott Residence\Calculations-Equipment-Survey\Meth\COMcheck\14040 Ffol liott.cck Page 3 of 3 Ffolliott.cck Page 1 of 3 Ffolliott.cck Page 2 of 3 w Ow MO O 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE o� NEw r� ENERGY CODE S. RO/V ��i- COMPLIANCE , o ti MECHANICAL W ,R •,L�! c"a K� 'Ld,�. ENOOOO BARO ESS\O� ArmandLeGardeur A R C H IT E C T GENERAL PLUMBING NOTES GENERAL SHOP DRAWINGS PLUMBING FIXTURES ACCESS DOOR SIZES SHALL BE: 7 West 22nd Street, 3rd Floor LEAD-FREE STATEMENT CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO BE APPROVED,REVISED,OR RESUBMITTED AS PER THENew York New York 10010 PLUMBING FIXTURES SHALL BE NEW,COMPLETE WITH TRIMMINGS AND FITTINGS,INCLUDING FAUCETS, 12"X 12"AT EASILY ACCESSIBLE ITEMS ' SEVERAL PLUMBING FIXTURES DESCRIBED IN THIS SECTION FALL UNDER JURISDICTION OF THE FEDERAL ENGINEERS COMMENTS,PRIOR TO CONSTRUCTION. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: CARRIERS,SUPPLIES,STOPS,TRAPS,TAILPIECES,WASTE PLUGS,CASINGS,HANGERS,PLATES,BRACKETS, Tel 212.581.2877 Fax 212-581.1976 REDUCTION OF LEAD IN DRINKING WATER ACT(42 USC 300G)WHICH MANDATES THAT EFFECTIVE JANUARY 4, ANCHORS,SUPPORTS,HARDWARE AND FASTENING DEVICES. NOTE: ALL FIXTURES SHALL BE OF SAME 16"X 16"WHERE PARTIAL BODY ACCESS IS REQUIRED 2014 THE WETTED SURFACES OF ANY VALVE,FITTING OR FIXTURE THAT COMES IN CONTACT WITH POTABLE MANUFACTURER. TRIMMINGS AND FITTINGS SHALL BE CONSTRUCT OF FORGED,CAST,ROLLED OR EXTRUDED 24"X 24"WHERE FULL BODY ACCESS IS REQUIRED WATER MUST HAVE A WEIGHTED-AVERAGE LEAD CONTENT OF NO MORE THAN 0.25 PERCENT.THE CONTRACTOR -PLUMBING FIXTURES -CLEAN OUTS -DRAINS BRASS OR BRONZE WITH MONEL AND OTHER SUITABLE NON-CORROSIVE PARTS: DESIGNED WITH EASILY SHALL BE RESPONSIBLE FOR PROVIDING PRODUCTS THAT ARE LEAD-FREE PRODUCTS AND MEET THE -PIPING -PIPE SEALS -FITTINGS RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR DETERIORATION. NO DIE CASTINGS AND STAMPINGS PROVIDE AND INSTALL DRIP PANS WITH WATER DETECTOR AND DRAIN FOR PIPING REQUIRED BY ACTUAL FIELD REQUIREMENTS OF SAFE DRINKING WATER ACT SECTION 1417(E)(SECTION 9 OF NSF/ANSI STANDARD 61)AND -BRAZING -HANGERS/SUPPORTS -WATER HEATERS OTHER THAN BRASS OR STAINLESS STEEL. PROVIDE PLUMBING FIXTURES AND TRIM WITH ALL NECESSARY CONDITIONS WHERE PIPING PASSES OVER INCLUDING AREA WITHIN T-0"OF ELECTRICAL EQUIPMENT. AUTHORITIES HAVING JURISDICTION. -INSULATION -THERMOSTATIC MIXING VALVES -EXPANSION TANKS TRIM,DEVICES AND ACCESSORIES REQUIRED FOR PROPER OPERATIONS SPECIFICALLY NOTED OR NOT WHEN A CONFLICT BETWEEN THE DRAWINGS,NOTES AND/OR SPECIFICATIONS OCCUR,THE MORE STRINGENT, -VALVES -PUMPS INSTALL ALL TRAP PRIMER VALVES IN AN ACCESSIBLE LOCATION. PROVIDE AND INSTALL ACCESS PANELS AND AND/OR LARGER QUANTITY AND/OR MORE EXPENSIVE SHALL APPLY. THE REQUIREMENTS LISTED WITHIN NOTES ESCUTCHEONS SHALL BE ONE-PIECE CHROME PLATED CAST BRASS OR STAINLESS STEEL. DOORS WHERE REQUIRED TO GAIN ACCESS IN CONCEALED CONSTRUCTION. OR SPECIFICATIONS SHALL BE REQUIRED,PROVIDED AND INSTALLED WHETHER SPECIFICALLY INDICATED ON AS BUILT DRAWINGS THE DRAWINGS OR NOT. P-TRAPS SHALL BE ONE PIECE CHROME PLATED CAST BRASS WITH CLEANOUT PLUG. PIPING GENERAL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS. AS-BUILT IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO PROVIDE FOR FINISHED WORK,TESTED AND DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE. DRAWINGS READY FOR OPERATION. EXAMINE ROUGHING-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS NO PIPING SHALL BE COVERED UNTIL TESTED APPROVED BY THE AUTHORITIES HAVING JURISDICTION. SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO OF PIPING CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND CONSECUTIVE AND OTHER UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED ITEMS AND SERVICES NOT SHOWN ON DRAWINGS OR SPECIFICATIONS BUT REQUIRED TO RENDER THE WORK SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE RETURNED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ALL PIPING SHALL BE RUN PERPENDICULAR AND/OR PARALLEL TO FLOORS,INTERIOR WALLS,ETC. PIPING AND 171 Media- Avenue COMPLETE AND READY FOR OPERATION,SHALL BE PROVIDED WITHOUT ADDITIONAL COST. FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO PRODUCE A CLEAR ENGINEER. ALL ROUGH-IN TO PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED VALVES SHALL BE GROUPED NEATLY AND SHALL BE RUN AS TO MAXIMIZE HEADROOM OR PASSAGE CLEARANCE. New York,NY 10016 AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY AND ELECTRONIC ALL VALVES,CONTROLS AND ACCESSORIES CONCEALED IN FURRED SPACES AND REQUIRING ACCESS FOR 212.698.2422F212.895.2423 ROUGH IN DIMENSIONS,AND REQUIREMENTS. 93 Lake Avenue WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS. PROVIDE MATERIALS,LABOR, (AUTO-CAD VERSION AS REQUIRED BY THE OWNER)VERSION. NUMBER OF COPIES OF EACH AS REQUESTED BY OPERATION AND MAINTENANCE SHALL BE ARRANGED TO ASSURE THE USE OF A MINIMUM NUMBER OF ACCESS ; ?; Danbury,CT 06810 EQUIPMENT AND SERVICES NECESSARY TO FURNISH,DELIVER AND INSTALL ALL WORK AS SPECIFIED AND ASTHE OWNER. DOORS. 203.778.1017F 203.778.1018 UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, Koxae■06NAN,.«< —.kohlerronan.core REQUIRED BY JOB CONDITIONS. WHERE A CONFLICT EXISTS BETWEEN THESE NOTES,THE DRAWINGS AND THE «,_tT,N�_,mms E-mail kreaCkohlerronan.wm SPECIFICATIONS,THE MORE STRINGENT REQUIREMENT SHALL APPLY. TEST FIXTURES TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT PROVIDE"AS-BUILT DRAWINGS"INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL MALFUNCTIONING UNITS AT SITE,THEN RETEST TO DEMONSTRATE COMPLIANCE;OTHERWISE,REMOVE AND ALL PIPE LINES MADE WITH SCREWED FITTINGS MUST BE PROVIDED WITH A SUFFICIENT NUMBER OF FLANGES REVISIONS OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: REPLACE WITH NEW UNITS AND PROCEED WITH RETESTING. AND/OR UNIONS TO ALLOW FOR EASY AND CONVENIENT DISMANTLING OF THE SYSTEM WITHOUT BREAKING DRAWINGS ARE DIAGRAMMATIC AND INDICATE A GENERAL ARRANGEMENT OF WORK AND ARE NOT TO BE FITTINGS. CONSIDERED SUB-CONTRACTOR DOCUMENTS. IT IS THE INTENT OF THESE DOCUMENTS TO INCLUDE THE INCLUDE ALL CHANGES AND AN ACCURATE RECORD,ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR PROVISION AND INSTALLATION OF ALL NECESSARY WORK AND MATERIALS FOR COMPLETE,OPERATIONAL AND CLEAN PLUMBING FIXTURES,TRIM,AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. CODE COMPLIANT SYSTEMS BY THE CONTRACTOR. GENERAL DESIGN CONCEPTS INDICATED MUST BE APPROPRIATE SHOP DRAWINGS,OF ALL DEVIATIONS,BETWEEN THE WORK SHOWN AND WORK INSTALLED. ALL PIPING SHALL RUN CONCEALED IN FURRED SPACES OF OCCUPIED AREAS OR CHASES. CONTRACTOR SHALL FOLLOWED OR BETTERED. THE BID SHALL INCLUDE OFFSETS,ADDITIONAL PIPING,VALVES AND EQUIPMENT AND OBTAIN PERMISSION TO RUN ANY EXPOSED PIPES. COMPONENTS AS REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER OPERATION. DO NOT SCALE MAINS AND BRANCHES OF PIPING SYSTEMS,WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, ADJUST WATER PRESSURE AT DRINKING FOUNTAINS,FAUCETS,SHOWER VALVES,AND FLUSH VALVES TO PROVIDE PROPER FLOW STREAM AND SPECIFIED GPM. DRAWINGS. CONSULT ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND ADDITIONAL CONCEALED UNIONS LOCATED,AND WITH ITEMS REQUIRING MAINTENANCE LOCATED(I.E.,TRAPS,STRAINERS, CAP ALL PIPE AND EQUIPMENT OUTLETS DURING CONSTRUCTION AND KEEP LINES AND INSIDE OF EQUIPMENT REQUIREMENTS. EXPANSION COMPENSATORS,TANKS,ETC.). VALVE LOCATION DIAGRAMS,COMPLETE WITH VALVE TAG CHART. FREE OF FOREIGN MATERIALS. SET FIXTURES LEVEL AND UNIFORMLY,WITH CONNECTIONS AT RIGHT ANGLES TO WALL AND PROPERLY PERFORM THE WORK IN ACCORDANCEWITH THE REQUIREMENTS OF THE CONTRACT GENERAL CONDITIONS EQUIPMENT LOCATIONS(EXPOSED AND CONCEALED),DIMENSIONED FROM PROMINENT BUILDING LINES. CENTERED. LAY OUT ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. PROVIDE FOR EXPANSION WITHOUT WARPING OR DISLOCATING LINES OR STRAINING CONNECTED EQUIPMENT. AND WITH THE PROVISIONS OF ALL APPLICABLE LOCAL,STATE,AND FEDERAL CODES AND LAWS. INSTALL PIPING TO CLEAR BUILDING CONSTRUCTION AND TO AVOID INTERFERENCE WITH OTHER WORK. THE LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS,WITH WASTE OUTLET CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE PIPING EXPANSION SYSTEM(INCLUDING SEISMIC JOINT WORK SHALL INCLUDE ALL INCIDENTALS,LABOR,MATERIAL,EQUIPMENT,APPLIANCES,SERVICES,HOISTING, APPROVED SUBSTITUTIONS,CONTRACT MODIFICATIONS,AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. CENTERED ON FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. EXPANSION)AND DEVICES AS REQUIRED FOR PROPER EXPANSION COMPENSATION STAMPED BY A SCAFFOLDING,SUPPORTS,TOOLS,CONSUMABLE ITEMS,FEES,LICENSES,AND ADMINISTRATIVE TASKS PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. REQUIRED TO COMPLETE AND MAKE OPERABLE WORK SHOWN ON THE DRAWINGS,SPECIFIED HEREIN AND AS CONTRACT MODIFICATIONS,ACTUAL EQUIPMENT AND MATERIALS INSTALLED. REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.. DRAINS AND CLEANOUTS THE DRAWINGS INDICATE SCHEMATICALLY THE SIZE AND LOCATION OF PIPING. PIPING SHALL BE SET UP AND W STORE MATERIALS INSIDE AND PROTECTED FROM DEBRIS,WEATHER AND MOISTURE. SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS,MANUALS AND OPERATING INSTRUCTIONS. PROVIDE ALL POURED IN PLACE DRAINS AND CLEANOUTS WITH 24"X 24"FLASHING. DOWN AND OFFSET AS REQUIRED TO MEET CONSTRUCTION CONDITIONS. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING REQUIRED FOR EQUIPMENT SUBMIT A COMPLETE MAINTENANCE MANUAL OF ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT. PROVIDE A MANUFACTURED BRONZE OUTLET FITTING FOR ALL SECONDARY ROOF DRAIN OUTLETS. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OPERATION REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.THIS CONTRACTOR SHALL PROVIDE OF THE EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS MOTOR STARTERS FOR INSTALLATION. COORDINATE REQUIREMENTS. WHERE EQUIPMENT OR PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE HOUSEKEEPING PADS INSTALL EXTERIOR CLEANOUTS WITH A 18"SQUARE X 6"THICK CONCRETE APRON. SCHEDULE OF INTERIOR FINISHES,AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE AND INSTALL ALL MAKE-UP WATER DISTRIBUTION TO HVAC EQUIPMENT INCLUDING BACKFLOW PREVENTER. PROVIDE CONCRETE HOUSEKEEPING PADS FOR FLOOR-MOUNTED EQUIPMENT. COORDINATE EXACTCOORDINATE FLOOR DRAIN LOCATIONS WITH RESPECT TO EQUIPMENT HOUSEKEEPING PADS.PLACE DRAINS WATER PIPING SHALL BE RUN FREE OF TRAPS AND UNNECESSARY BENDS. ANY TRAPS FORMED SHALL BE Ln LOCATIONS,DIMENSIONS,PIPING LOCATIONS,AND ANCHOR BOLT REQUIREMENTS. PROVIDE CONCRETE SUCH THAT EDGE OF THE FLOOR GRATE EXTENDS NO FURTHER THAN 2 INCHES FROM THE SIDE OF THE PAD. PROVIDED WITH HOSE END DRAIN VALVES WITH THREADED CAP AND CHAIN TO COMPLETELY DRAIN THE � z PROVIDE AND INSTALL INDIRECT CONDENSATE WASTE PIPING AND TRAP TO FLOOR DRAIN OR DRAIN RECEPTOR HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED EQUIPMENT. PADS SHALL BE CONSTRUCTED OF 3,000 PSI CLEANOUT PLUGS SHALL BE BRASS OR PLASTIC,OR OTHER APPROVED MATERIALS.BRASS CLEANOUT PLUGS SYSTEM. FROM ALL HVAC EQUIPMENT. PROVIDE ADDITIONAL FLOOR DRAINS WITH TRAP PRIMERS OR DRAIN RECEPTORS CONCRETE. PADS SHALL BE 4 INCHES HIGH,AND 4 INCHES WIDER THAN THE EQUIPMENT IN BOTH DIRECTIONS. SHALL BE UTILIZED WITH METALLIC DRAIN,WASTE AND VENT PIPING ONLY,AND SHALL CONFORM TO ASTM A 74, AS REQUIRED. ASME Al 12.3.1 OR ASME Al 12.36.2M.CLEANOUTS WITH PLATE-STYLE ACCESS COVERS SHALL BE FITTED WITH COORDINATE FLOOR DRAIN LOCATIONS WITH RESPECT TO EQUIPMENT HOUSEKEEPING PADS.PLACE DRAINSCORROSION-RESISTING FASTENERS. PLUGS SHALL HAVE RAISED SQUARE OR COUNTERSUNK SQUARE HEADS. PROVIDE SECTION CUT-OFF VALVES ON ALL MAINS AND BRANCHES. PITCH AND VALVE ALL WATER PIPING FOR r T l pCi PLUMBING DEVICES,FAUCETS,VALVES AND FITTINGS REQUIRED FOR SPECIALTY SERVICE EQUIPMENT SHALL BE SUCH THAT EDGE OF THE FLOOR GRATE EXTENDS NO FURTHER THAN 2 INCHES FROM THE SIDE OF THE PAD. z O COUNTERSUNK HEADS SHALL BE INSTALLED WHERE RAISED HEADS ARE A TRIP HAZARD. CLEANOUT PLUGS CONVENIENT DRAINAGE. PROVIDED BY THIS CONTRACTOR UNLESS OTHERWISE SPECIFIED. THIS CONTRACTOR SHALL PROVIDE AND WITH BOROSILICATE GLASS SYSTEMS SHALL BE OF BOROSILICATE GLASS. O INSTALL PIPING,CONNECTIONS,DEVICES,VALVES AND EQUIPMENT REQUIRED FOR PROPER OPERATION. HANGERS AND SUPPORT WHEREVER DISSIMILAR METALS ARE JOINED TOGETHER AN APPROVED DIELECTRIC FITTING SHALL BE USED. P_4 COORDINATE REQUIREMENTS. CLEANOUTS SHALL BE LOCATED AT MINIMUM INTERVALS OF 50 FEET FOR PIPING NPS 4 AND SMALLER AND 100 THE DIELECTRIC FITTING SHALL BE A LISTED ASSEMBLY. w w FEET FOR LARGER PIPING. KITCHENS: ALL EXPOSED PIPING,STOPS,COCKS,AND WASTES WHICH ARE VISIBLE SHALL BE CHROME PLATED. SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT AND EXPANSION OF ALL PLUMBING EQUIPMENT AND RUN ALL SOIL,WASTE AND VENT PIPING SHOWN OR REQUIRED BY LOCAL CODES. PIPING SHOWN IS MINIMUM SYSTEMS IN ACCORDANCE WITH STATE AND FEDERAL BUILDING CODE REQUIREMENTS. SUBMIT SHOP BUILDING SEWERS SHALL BE PROVIDED WITH CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART AND IN ACCORDANCE WITH STATE AND FEDERAL CODES. IF LOCAL CODES REQUIRE ADDITIONAL VENTING OR C/) COORDINATION DRAWINGS DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE LARGER SIZES PROVIDE AS REQUIRED. r 7 PROJECT INDICATING ALL NECESSARY COMPONENT CUTS,PLAN LOCATIONS AND CALCULATIONS FOR A MEASURED FROM THE UPSTREAM ENTRANCE OF THE CLEANOUT. FOR BUILDING SEWERS 8 INCHES AND � z COMPLETE SYSTEM. LARGER,MANHOLES SHALL BE PROVIDED AND LOCATED NOT MORE THAN 200 FEET FROM THE JUNCTION OF THE o Q w DEVELOP AND SUBMIT COORDINATION DRAWINGS AS OUTLINED. BUILDING DRAIN AND BUILDING SEWER,AT EACH CHANGE IN DIRECTION AND AT INTERVALS OF NOT MORE THAN MAKE ALL CONNECTIONS THROUGH TRAPS. EACH TRAP TO BE VENTED,EITHER BY CIRCUIT,LOOP,OR O 400 FEET APART.MANHOLES AND MANHOLE COVERS SHALL BE OF AN APPROVED TYPE. INDIVIDUAL VENT,AS REQUIRED,BUT NOT LESS THAN SHOWN,OR AS REQUIRED BY LOCAL CODE. C5, SHEET METAL,PLUMBING AND FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH PROVIDE ALL NECESSARY STRUCTURAL MEMBERS INCLUDING ADDITIONAL STRUCTURAL SUPPORT TO SUPPORT � M0 ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. DRAWINGS PIPING AND EQUIPMENT. HANGERS AND SUPPORTS SHALL BE OF AN APPROVED DESIGN NECESSARY TO SUPPORT PIPING,EQUIPMENT AND TO KEEP PIPING IN PROPER ALIGNMENT AND PREVENT TRANSMISSION OF CLEANOUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION OF THE BUILDING DRAIN OR HORIZONTAL ALL UNDERGROUND PIPING SHALL BE LAID ON 6"SAND AND BACKFILLED WITH CLEAN FINE EARTH COMPACTED MUST BE RETURNED FROM ENGINEER EITHER"REVIEWED"OR"FURNISH AS CORRECTED"PRIOR TO BEING USED INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS,BRACKETS,ETC.,ARE SUPPORTED WASTE OR SOIL LINES GREATER THAN 45 DEGREES(INCLUDING P-TRAPS). WHERE MORE THAN ONE CHANGE OF TO 12"ABOVE PIPE. COMPLETE BACKFILL WITH AVAILABLE EARTH FREE OF LARGE BOULDERS AND SHARP AS BASIS FOR COORDINATION DRAWINGS. FROM CONCRETE CONSTRUCTION,DO NOT WEAKEN CONCRETE OR PENETRATE WATERPROOFING. ALL DIRECTION OCCURS IN A RUN OF PIPING,ONLY ONE CLEANOUT SHALL BE REQUIRED FOR EACH 40 FEET OF ROCKS. TAMP BACKFILL IN 6"ELEVATIONS AND OVERFILL TO ALLOW FOR SETTLEMENT. O HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. HANGERS DEVELOPED LENGTH OF THE DRAINAGE PIPING. AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS,REPRODUCIBLE SUPPORTING PIPING EXPANDING INTO LOOPS,BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDING COPIES SHALL BE SENT TO THE TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK: STRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPINGA CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE OR SOIL STACK. SET AND PROPERLY CONNECT ALL FIXTURES WITH HOT AND COLD WATER,VENT AND DRAINAGE PIPING,AS 4-4T SUPPORTED MAY BE MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION.ALL SUCH HANGERS SHALL REQUIRED AND PROTECT FIXTURES UNTIL ACCEPTANCE AND TEST. CLEAN ALL FLUSH VALVES AFTER TWO WEEKS OF OPERATION. w -MECHANICAL SHEET METAL BE FINALLY ADJUSTED BOTH IN THE VERTICAL AND HORIZONTAL DIRECTION,AS REQUIRED. HANGERS IN -PLUMBING PIPING CONTACT WITH COPPER OR BRASS PIPE SHALL BE DIELECTRIC,COMPATIBLE WITH COPPER AND BRASS ALLOY THERE SHALL BE A CLEANOUT NEAR THE JUNCTION OF THE BUILDING DRAIN AND THE BUILDING SEWER.THE -MECHANICAL PIPING OR PROVIDED WITH FELT SLEEVE. CLEANOUT SHALL BE EITHER INSIDE OR OUTS IDE THE BUILDING WALL AND SHALL BE BROUGHT UP TO THE INSTALL THRUST BLOCKS FOR UNDERGROUND WATER PIPING AT ALL CHANGES IN DIRECTION BOTH -SPRINKLER PIPING FINISHED GROUND LEVEL OR TO THE BASEMENT FLOOR LEVEL. AN APPROVED TWO-WAY CLEANOUT IS HORIZONTALLY AND VERTICALLY. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR EARTH. ALLOWED TO BE USED AT THIS LOCATION TO SERVE AS A REQUIRED CLEANOUT FOR BOTH THE BUILDING DRAIN THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH THE DUCTILE IRON PIPE RESEACH ASSOCIATION -ELECTRICAL WORK PROVIDE ADDITIONAL SUPPORT FOR PIPING AND EQUIPMENT WHEN DECK IS NOT CAPABLE OF SUPPORT. AND BUILDING SEWER. THE CLEANOUT AT THE JUNCTION OF THE BUILDING DRAIN AND BUILDING SEWER SHALL (DIPRA)MANUAL"THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"AND LOCAL UTILITY COMPANY NOT BE REQUIRED IF THE CLEANOUT ON A 3-INCH OR LARGER DIAMETER SOIL STACK IS LOCATED WITHIN A REQUIREMENTS. AFTER ALL TRADES HAVE INCLUDED THEIR WORK ON THE COORDINATION DRAWING AND NOTED CONFLICTS,ALL BEAM CLAMPS-HANGERS SUPPORTED FROM STEEL SHALL BE CENTER LOADING BEAM CLAMPS FOR HANGERS DEVELOPED LENGTH OF 10 FEET OF THE BUILDING DRAIN AND BUILDING SEWER CONNECTION. TRADES SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL SUPPORTING PIPING 2 INCHES.FOR PIPING 2-L12 INCHES AND LARGER,I BEAM CLAMPS SHALL BE FORGED STEEL. GAS PIPING SIGN COORDINATION DRAWINGS. ITEMS NOT SHOWN ON COORDINATION DRAWING IS RESPONSIBILITY OF "C"CLAMPS ARE NOT TO BE USED. CONCEALED PIPING.CLEANOUTS ON CONCEALED PIPING OR PIPING UNDER A FLOOR SLAB OR IN A CRAWL OMITTING CONTRACTOR AND CONTRACTOR IS SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. SPACE OF LESS THAN 24 INCHES IN HEIGHT OR A PLENUM SHALL BE EXTENDED THROUGH AND TERMINATE PROVIDE AND INSTALL EXPANSION COMPENSATION FOR ALL PIPING. SUBMIT PLANS,CALCULATIONS AND FLUSH WITH THE FINISHED WALL,FLOOR OR GROUND SURFACE OR SHALL BE EXTENDED TO THE OUTSIDE OF INSTALL GAS PIPING,AND GAS PIPING SPECIALTIES IN ACCORDANCE WITH NFPA 54,AND AUTHORITIES HAVING THE ARCHITECT AND ENGINEER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE ENGINEER EQUIPMENT DATA. THE BUILDING. CLEANOUT PLUGS SHALL NOT BE COVERED WITH CEMENT,PLASTER OR ANY OTHER PERMANENT JURISDICTION. WILL PROVIDE ASSISTANCE FOR NOTED CONFLICTS ONLY. COORDINATION DRAWINGS ARE NOT TO BE FINISH MATERIAL.WHERE IT IS NECESSARY TO CONCEAL A CLEANOUT OR TO TERMINATE A CLEANOUT IN AN CONSIDERED PIPING OR DUCT SHOP DRAWINGS. THE CONTRACTOR IS REQUIRED TO SUBMIT INDIVIDUAL PIPING AREA SUBJECT TO VEHICULAR TRAFFIC,THE COVERING PLATE,ACCESS DOOR OR CLEANOUT SHALL BE OF AN AND DUCTWORK SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. PIPING AND DUCTWORK SHOP DRAWINGS PIPE SEALS APPROVED TYPE DESIGNED AND INSTALLED FOR THIS PURPOSE. PROVIDE AND INSTALL INDEPENDENT GAS PRESSURE REGULATOR VENTS TO THE EXTERIOR AS REQUIRED IN SHALL FOLLOW THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. NFPA 54 AND THE REGULATOR MANUFACTURERS REQUIREMENTS. SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL REVIEW SEAL ALL PIPING PASSING THROUGH ALL FIRE AND/OR SMOKE RATED PARTITIONS AND WALLS WITH A UL LISTED, MINIMUM SIZE. CLEANOUTS SHALL BE THE SAME NOMINAL SIZE AS THE PIPE THEY SERVE UP TO 4 INCHES. FOR LOCATE GAS PIPING WITH ADEQUATE SEPARATION BETWEEN ELECTRICAL CABLES,EQUIPMENT,AND CONDUIT. COORDINATION DRAWINGS FOR GENERAL ARRANGEMENT AND FOR NOTED CONFLICTS ONLY. SPECIFIC APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ACCORDANCE WITH PIPES LARGER THAN 4 INCHES NOMINAL SIZE,THE MINIMUM SIZE OF THE CLEANOUT SHALL BE 4 INCHES. 07/10/15 PRICING ISSUE INSTALLATION REQUIREMENTS WILL BE REVIEWED ONLY IN INDIVIDUAL TRADE SHOP DRAWINGS. MANUFACTURERS RECOMMENDATIONS. SLOPE GAS PIPING TO LOW POINTS WITHOUT TRAPS. PROVIDE DRIPS(PIPE TEE,NIPPLE,AND CAP)AT BOTTOM 02/18/16 PERMIT ISSUE CAST-IRON CLEANOUT SIZING SHALL BE IN ACCORDANCE WITH ASTM A 74 FOR HUB AND SPIGOT FITTINGS OR ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES WHICH IS DEEMED TO BE IN ALL PIPING PENETRATING A SLAB ON GRADE OR FOUNDATION WALL BELOW GRADE AND IN CONTACT WITH ASTM A 888 OR CISPI 301 FOR HUBLESS FITTINGS. OF ALL VERTICAL RISERS AND DROPS. CONFLICT WITH COORDINATION DRAWINGS SHALL BE REMOVED AND RE-INSTALLED IN CONFORMANCE WITH EARTH SHALL BE PROVIDED WITH A POURED IN PLACE SCHEDULE 80 GALVANIZED STEEL WATER TIGHT SLEEVE COORDINATION DRAWINGS. WITH INTEGRAL WATER STOP AND SEAL EQUAL TO"LINK SEAL". ACCESS SHALL BE PROVIDED TO ALL CLEANOUTS. MAKE BRANCH CONNECTIONS TO MAINS FROM TOP OR SIDE,NOT FROM BOTTOM OF MAIN. EACH CONTRACTOR(MENTIONED ABOVE)IS RESPONSIBLE FOR THE COORDINATION OF HIS SUB-CONTRACTORS. FURNISH AND SET STEEL PIPE SLEEVES OF SCHEDULE 40 BLACK STEEL FOR ALL LOCATIONS OF INTERIOR MISCELLANEOUS SPECIALTIES PROVIDE AND INSTALL GAS SHUT-OFF VALVES FOR THE PROPER AND SAFE CONTROL OF THE SYSTEM. PARTITIONS,WALLS AND FLOORS PROVIDING AT LEAST 1/2"CLEARANCE BETWEEN PIPE INSULATION AND THE OVERALL COORDINATION OF THE(COORDINATION PROCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. SLEEVE OR PIPE AND SLEEVE. WALL SLEEVES SHALL BE SMOOTH CUT AND SET FLUSH WITH FINISHED WALLS. THE ENGINEER IS NOT RESPONSIBLE FOR THE COORDINATION PROCESS. THE ENGINEER WILL RESPOND TO FLOOR SLEEVES SHALL EXTENDED 2"ABOVE THE FINISHED FLOOR. PROVIDE AND INSTALL ACCESS DOORS FOR EACH VALVE,CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS. DO NOT LOCATE GAS VALVES IN SPACES USED AS AIR PLENUMS. QUESTIONS THAT ARISE FROM THE COORDINATION PROCESS. DRAWINGS SUBMITTED WILL BE REVIEWED FOR ACCESS DOORS SHALL BE RIGID CONSTRUCTION WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, CLEARLY IDENTIFIED CONFLICTS ONLY. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. ALL PIPING THROUGH WALLS,FLOORS OR CEILINGS SHALL HAVE SLEEVES AND ESCUTCHEONS. PROVIDE A TWO PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR TIGHT SEAL. ACCESS DOORS SHALL BE RATED VERIFICATION:BEFORE MAKING A GAS CONNECTION,VERIFY THAT EQUIPMENT IS COMPATIBLE WITH THE TYPE PIECE CHROME ESCUTCHEON WHERE PIPING PASSES THROUGH WALLS OR FLOORS OF FINISHED SPACES. TO THE SAME OR GREATER RATING OF THE PARTITION IN WHICH THEY ARE INSTALLED. ACCESS DOORS SHALL AND PRESSURE OF GAS BEING SUPPLIED. BE FLUSH MOUNTED,PRIME COATED WITH RUST INHIBITIVE PAINT,CONCEALED FRAME,FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. PURGING:PURGE GAS TO SAFE LOCATION. GENERAL NO'S'ES - I? °SNRO yo PLUMBING ir Tu .ra F o9OFES S1 � ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212,581.2877 Fax 212.581.1976 r `� t � p ✓�• a r f' _. ....... r t 171 Madison Avenue i i_ a`�• m• i ••xN„„P^-° 1 Fit 212 8952422 F 212695.2423 93 Lake Avenue Danbury,CT F 10 202D3.778.707TF203.778.1018 KOo— lONAN,Llrr;E-mail ahleCko III aom covauui»c eNawaras E-mail krce�kohlerronen.com PROVIDE GAS PIPING ! f -- z ARRANGEMENT FOR NEW METER .__............_.._ /� i s `p, ;._'+....-.,.m.__.........._.. ._..i ,.� .... _.....«..., t ...E NEW NATURAL GAS SERVICE r i i € f E 4"SANITARY SERVICE TO BE € INSTALLED BY SITE/CIVIL i CONTRACTOR I 4'c i ii§ d• fi{ .... ...... ........ r.... .... »_. ., .... ...... ._., ..... ., t `�.. e....�..:w f ..,- .... � t.._ [.�..+.- wa •f r i3j 3 3 ';S q„• „y,m ». .,.�...,. .... i.•..' 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Flo o PLUMBING by 9, r c� w �` (? �°FEs SIO\a�`' ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York,New York 10010 FIRST FLOOR FIRST FLOOR Tel 212-581.2877 Fax 212.581.1976 1-1/4"G-1"G 1"G 1"G 1"G BASEMENT 001 c� CONTROL VALVE NEW PIPING FOR GAS METER M WATER ASSEMBLY AS PER NATURAL HEATERWHA GAS UTILITY PROVIDER STANDARDS }; (100 CFH) BOILER M B-1 (125 CFH) BASEMENT 171 Medieon Avenue .....--.-......--�_...__,_,_ .,.-...�.,.� ... mow.. .».... ......._..._..__._._..._e ..._. ...�...._... .... �.a.: New York,22 212 212.6 j 212 695 2422 F 95.2423 y 93 Lake Avenue " Danbury,CT 06610 203 778.1017 F 203.778.1018 �G 2nG� KOHLE■RONAN-LLC www.kohlerronan.corn cnhsuueac rNc�«ares E-mail krce0kohlerrone—rn NEW GAS SERVICE❑ 2"G TO 45KW NATURAL GAS BY NATURAL GAS STANDBY GENERATOR, SERVICE PROVIDER REFER TO SITE UTILITY PLAN FOR CONTINUATION K'1 '�GAS RISER DIAGRAM P-200 NOT TO SCALE V 4"VENT THRU ROOF ---- ��"�� ROOF I ROOF W [-- —2"V— — — —2"V— — — — 3"V—I—2'V--if"EER r--1 I— — - -2"V- - 7 -2"V� F — I I I BATH 206 i I 7 CV N Z O I > r I O CV CV (V I I L1 I I I FrrYW. 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I ............r_............. _e _..._,.._ _ —2'v— — 4"S I 2"W C.O I C.O. 4"S 4"S 4"S 4"S 4"S C.O. 2"W 4"S 4"S 4"S 4"S I �4"FM \ 4"S 4"S C 0 BASEMENT 001 ? 4"SANITARY SERVICE, REFER TO CIVIL DRAWINGS 07/10/15 PRICING ISSUE FOR CONTINUATION 02/18/16 PERMIT ISSUE I I r . BASEMENT 4"D1 4"D1 BASEMENT 4"W ASSEMBLED SUMP PUMP PACKAGE(SP-1) KTN SANITARYNENT RISER DIAGRAM P-200 NOT TO SCALE OF ME y RISER DIAGRAMS - SS..jRo� o� PLUMBING All 10 Poo200 ��' '&SS1G�� ArmandLeGardeur PLUMBING SPECIFICATIONS A R C H I T E C T GENERAL DRAWINGS. ITEMS NOT SHOWN ON COORDINATION DRAWING IS RESPONSIBILITY OF OMITTING CONTRACTOR AND DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPES ARE CONTRACTOR IS SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. MANUFACTURERS: TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES,AS INDICATED ON THE THE ARCHITECT AND ENGINEER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE ENGINEER WILL PROVIDE ARCHITECTURAL DRAWINGS. 7 West 22nd Street, 3rd Floor New York, New York 10010 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A COMPLETE INSTALLATION ASSISTANCE RELATIVE TO ACCEPTABILITY OF INSTALLATIONS. OWENS-CORNING,TYPE 25 ASJ INCLUDING COORDINATION,SYSTEM CHECK OUT AND START UP ON EACH ITEM AND SYSTEM. KINAUF-PIPE INSULATION WITH ASJ MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES,APPLIANCES,PIPES Tel 212.581.2877 Fax 212.581.1976 SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL REVIEW FOR ACCEPTABILITY OF CERTAINTEED-TYPE 500 SNAP-ON WITH ASJ AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED,WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS,OF THE EXACT INSTALLATIONS. FOR NOT LESS THAN 5 YEARS. MANVILLE-MICRO-LOK 650 WITH AP JACKET DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES,AS INDICATED ON THE ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED AND RE-INSTALLED IN MATERIAL QUALIFICATIONS:SHALL CONFORM TO ALL LOCAL,STATE,AND NATIONAUFEDERAL CODES AND REGULATIONS ARCHITECTURAL DRAWINGS. CONFORMANCE WITH COORDINATION DRAWINGS. D.TYPE G-FIBERGLASS INSULATION FOR VALVES,FITTINGS,FLANGES(VAPOR SEAL INSULATION). WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODES OR REGULATIONS. MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES,APPLIANCES,PIPES EACH CONTRACTOR(MENTIONED ABOVE)IS RESPONSIBLE FOR THE COORDINATION OF HIS SUB-CONTRACTORS. MOLDED,FACTORY-FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY,MAX.K=.3 AT 200F,MEAN,RATED TO 450 AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED,WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE DEGREE F. ALL JOINTS TO BE SEALED WITH VAPOR BARRIER ADHESIVE AND WRAPPED WITH GLASS MESH TAPE. EACH WELDING:QUALIFY WELDING PROCEDURES,WELDERS,AND OPERATORS IN ACCORDANCE WITH ASME B31.1,OR ASME B31.9, FOR NOT LESS THAN 5 YEARS. THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE FITTING TO BE FINISHED WITH TWO COATS OF BENJAMIN FOSTER 30-36 VAPOR SEAL. AS APPLICABLE. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY,AND WELDERS ENGINEER IS NOT RESPONSIBLE FOR THE COORDINATION PROCESS. THE ENGINEER WILL RESPOND TO QUESTIONS THAT TESTED UNDER SUPERVISION OF,NATIONAL CERTIFIED PIPE WELDING BUREAU(NCPWB). MATERIAL QUALIFICATIONS:SHALL CONFORM TO ALL LOCAL,STATE,AND NATIONAUFEDERAL CODES AND REGULATIONS ARISE FROM THE COORDINATION PROCESS. DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED CONFLICTS VALVES WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODES ONLY. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. OR REGULATIONS. BRAZING:CERTIFY BRAZING PROCEDURES,GRAZERS,AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE GENERAL: APPROVED MANUFACTURERS;NOBCO,APOLLO,STOCKHOLM. VESSEL CODE,SECTION IX,FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. AS BUILT DRAWINGS WELDING:QUALIFY WELDING PROCEDURES,WELDERS,AND OPERATORS IN ACCORDANCE WITH ASME 831.1,OR ASME B31.9, AS APPLICABLE. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY,AND WELDERS PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS. AS-BUILT DRAWINGS SHALL REFER TO SCHEDULE ON DRAWING. COORDINATION OF WORK TESTED UNDER SUPERVISION OF,NATIONAL CERTIFIED PIPE WELDING BUREAU(NCPWB). INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS THE - 171 Madison Avenue PIPE SLEEVES AND SEALS New York,NY 1 DD16 CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO CLEARLY REFLECT THE INSTALLED CONDITION. CAREFULLY COORDINATE SPACE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN BE INSTALLED IN ✓ 212.695.2422 F 212.695.2423 BRAZING:CERTIFY BRAZING PROCEDURES,BRAZERS,AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE DRAWINGS SHALL BE BOUND IN A COMPLETE AND CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK SPACES ALLOTTED THERETO,INCLUDING FINISHED SUSPENDED CEILINGS. 93 lake Avenue Danbury,CT 06B70 VESSEL CODE,SECTION IX,FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. WILL NOT BE ACCEPTABLE AND WILL BE RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER STOP. 203.778.1017 F 203.776.1016 ., COMMENTS TO PRODUCE A CLEAR AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY PREPARE AND SUBMIT COORDINATION DRAWINGS. RONauwc ENG—Rs E-mail krceakohle.ronan.00rott RONAN,LLC!vmv kohla"nan.com DOCUMENTSRELATED AND ELECTRONIC(AUTO CAD VERSION AS REQUIRED BY THE OWNER)VERSION. NUMBER OF COPIES OF EACH AS REQUESTED co"sa BY THE OWNER. SLEEVE ADAPTERS: COATED CAST IRON,EQUIPPED WITH FLASHING CLAMP. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALTERATION WORK DIVISION 1 SPECIFICATION SECTIONS,APPLY TO THIS SECTION. PROVIDE"AS-BUILT DRAWINGS"INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL REVISIONS OF CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS,SLABS AND/OR CEILINGS WITH A U.L.APPROVED THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: FIRE/SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE RATING INCLUDING SMOKE TIGHT PARTITIONS. ALL EQUIPMENT,FIXTURES,PIPING,ETC.TO BE REMOVED,SHALL BE DISPOSED OF,TURNED OVER TO THE OWNER,OR DEFINITIONS SALVAGED AS DIRECTED BY THE OWNER. EQUIPMENT,FIXTURES,PIPING,DEVICES,ETC.SHALL NOT BE REMOVED FROM THE INCLUDE ALL CHANGES AND AN ACCURATE RECORD,ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR APPROPRIATE CLEANOUTS PREMISES WITHOUT THE OWNER'S APPROVAL. FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS,FURRED SPACES,PIPE CHASES, SHOP DRAWINGS,OF ALL DEVIATIONS,BETWEEN THE WORK SHOWN AND WORK INSTALLED. UNHEATED SPACES IMMEDIATELY BELOW ROOF,SPACES ABOVE CEILINGS,UNEXCAVATED SPACES,CRAWLSPACES,AND REFER TO SCHEDULE ON DRAWING. WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE OWNER'S AND PROJECT SCHEDULE AND PHASING. PROVIDE TUNNELS. MAINS AND BRANCHES OF PIPING SYSTEMS,WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED,CONCEALED TEMPORARY SERVICES AND CONNECTIONS TO ACCOMMODATE THESE REQUIREMENTS.THE SHUTDOWN OR TRANSFERENCE UNIONS LOCATED,AND WITH ITEMS REQUIRING MAINTENANCE LOCATED(I.E.,TRAPS,STRAINERS,EXPANSION COMPENSATORS, PLUMBING FIXTURES OF SYSTEMS SHALL BE COORDINATED WITH THE OWNERS REQUIREMENTS. EXPOSED,INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED OCCUPIED SPACES AND TANKS,ETC.). VALVE LOCATION DIAGRAMS,COMPLETE WITH VALVE TAG CHART. MECHANICAL EQUIPMENT ROOMS. EQUIPMENT LOCATIONS(EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. FIXTURES:NEW,COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS,CARRIERS,SUPPLIES,STOPS,TRAPS, ALL PIPING TO REMAIN SHALL BE PROPERLY PLUGGED,VALVED,CAPPED AND/OR BY PASSED SUCH THAT UPON COMPLETION EXPOSED,EXTERIOR INSTALLATIONS: EXPOSED TO VIEW OUTDOORS OR SUBJECT TO OUTDOOR AMBIENT TEMPERATURES TAILPIECES,WASTE PLUGS,CASINGS,HANGERS,PLATES,BRACKETS,ANCHORS,SUPPORTS,HARDWARE AND FASTENING OF WORK ALL ABANDON SYSTEMS ARE PROPERLY CONCEALED,AND THAT EXISTING SYSTEMS TO REMAIN,REMAIN AND WEATHER CONDITIONS. EXAMPLES INCLUDE ROOFTOP LOCATIONS. APPROVED SUBSTITUTIONS,CONTRACT MODIFICATIONS,AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. DEVICES. OPERATIONAL. CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING CONTRACT MODIFICATIONS,ACTUAL EQUIPMENT AND MATERIALS INSTALLED. STAINLESS STEEL: TYPE 302,304,316,OR 317,AS NOTED,SOUND DEADENED. NO DEAD ENDS SHALL BE LEFT ON ANY PIPING SYSTEMS UPON COMPLETION OF WORK. OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS,MANUALS AND OPERATING INSTRUCTIONS. EXISTING EXPOSED PIPING SYSTEMS NOT TO BE REUSED,AND NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE CONCEALED,EXTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM WEATHER CONDITIONS AND TRIMMINGS AND FITTINGS: CONSTRUCT OF FORGED,CAST,ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL AND PHYSICAL CONTACT BY BUILDING OCCUPANTS BUT SUBJECT TO OUTDOOR AMBIENT TEMPERATURES. EXAMPLES INCLUDE PIPE MATERIALS OTHER SUITABLE NON-CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR COMPLETELY REMOVED, INSTALLATIONS WITHIN UNHEATED SHELTERS. REFER TO SCHEDULE ON DRAWING. DETERIORATION. NO DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL. ALL SYSTEMS SHALL BE LEFT IN WORKING ORDER TO THE SATISFACTION OF THE OWNER UPON COMPLETION OF ALL NEW QUALITY ASSURANCE REFER TO SCHEDULE ON DRAWING. WORK. STEEL SUPPORT WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO AWS D1.1,"STRUCTURAL WELDING PIPE LABELS PUMPS ALL EXISTING EXPOSED,UNNECESSARY PIPING RELATED TO NEW WORK SHALL BE COMPLETELY REMOVED. PQ� 1 CODE—STEEL." 1. Retain this article if these devices will identify some or all piping. Identification of piping by color-coded painting is covered in"Pipe Label w [� Installation"Article. REFER TO SCHEDULE ON DRAWING. ALL PIPING NEW AND EXISTING TO REMAIN SHALL BE CONCEALED. RE-ROUTE OR REMOVE ALL EXISTING PIPING,AND SYSTEMS w ul STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE: Do not use pipe labels or plastic tapes for bare pipes conveying fluids at temperatures of 125 de F 52 de C or higher. WHERE NECESSARY TO AVOID NEW EQUIPMENT,STRUCTURAL,MASONRY WORK OR AS REQUIRED BY THE PROPOSED SECTION IX,"WELDING AND BRAZING QUALIFICATIONS." p p p p p p y g p g ( g ) g (:� z ALTERATIONS. GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR-CODED, WITH LETTERING INDICATING WATER HEATING EQUIPMENT SPECIALTIES. COMPLY WITH PROVISIONS IN ASME 631 SERIES,"CODE FOR PRESSURE PIPING." SERVICE,AND SHOWING FLOW DIRECTION. PLUMBING FIXTURES � C/)THERMOSTATIC MIXING VALVE(WATER HEATER):THREADED INLETS AND OUTLET,THERMOSTATIC CONTROLLER WITH SWIVEL CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND THAT PRETENSIONED PIPE LABELS: PRECOILED, SEMIRIGID PLASTIC FORMED TO COVER FULL CIRCUMFERENCE OF PIPE AND TO Q ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. ACTION CHECK STOPS,REMOVABLE CARTRIDGE WITH STRAINER(PROVIDE 1 EXTRA CARTRIDGE),STAINLESS STEEL PISTON THE FIXTURES SHALL BE FURNISHED COMPLETE WITH CHROME PLATING ON EXPOSED PIPING OR TRIM. PROVIDE ANCHOR CERTIFICATION IS CURRENT. AND LIQUID FILL THERMAL MOTOR,VOLUME CONTROUSHUT-OFF VALVE,BI-METAL DIAL THERMOMETER,(3"FACE,20 DEGREES SELF-ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT-TYPE,PERMANENT-ADHESIVE BACKING. F.TO 240 DEGREES F.)BRASS PIPE,FITTINGS AND UNIONS. ROUGH CHROME BODY FINISH. BOLTS,HANGERS,STRAINERS,FAUCETS AND OTHER INCIDENTAL ITEMS FURNISHED AS STANDARD. PROVIDE LOOSE KEY O �--� ELECTRICAL CHARACTERISTICS FOR PLUMBING EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BE STOPS AT EVERY FIXTURE. ALL SUPPLY FITTINGS AND EXPOSED FIXTURE TRIM SHALL BE ALL BRASS,CHROME PLATED. FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES, PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS REFER TO DRAWING FOR MAKE AND MODEL. CIRCUIT BREAKERS,AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES ARE USED ON DRAWINGS,PIPE SIZE,AND AN ARROW INDICATING FLOW DIRECTION. EXAMINE ROUGHING-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING W SPECIFIED,EQUIPMENT SHALL COMPLY WITH REQUIREMENTS. FLOW-DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE BOTH DIRECTIONS ORAS CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING,AND OTHER w 'z THERMOMETER(TH): ADJUSTABLE ANGLE TYPE,MERCURY OR LIQUID ACTUATED,CONSTRUCTED WITH NON-CORROSIVE UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTIL DELIVERY,STORAGE,AND HANDLING SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. INTERNAL MECHANISM AND RECALIBRATOR ADJUSTMENT;ASSEMBLED IN MINIMUM 3-1/2 INCH DIAMETER GASKET SEALED, UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL ROUGH-IN TO C/) GLASS FACED STAINLESS STEEL CASE;EQUIPPED WITH STAINLESS STEEL BRACKET ASSEMBLY,SEPARABLE SOCKET,30 TO 240 PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH-IN DIMENSIONS,AND REQUIREMENTSZ DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING,STORAGE,AND LETTERING SIZE: AT LEAST 1-1/2 INCHES HIGH. DEGREES F.WATER TEMPERATURE RANGE. . � O O W HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT,DEBRIS,AND MOISTURE. UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED,TEST FIXTURES MANUFACTURER: TRERICE L80030. �"'� STORE PLASTIC PIPES PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. VALVE TAGS TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE,THEN O- �+ RETEST TO DEMONSTRATE COMPLIANCE;OTHERWISE,REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITH M Q Retain requirement in"Action Submittals"Article to submit numbering scheme for approval. PRESSURE AND TEMPERATURE RELIEF VALVE-P&T: ASME RATED,BRONZE BODY,NON-CORROSIVE TRIM,AUTOMATIC RETESTING. COORDINATION VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4-INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2-INCH NUMBERS. RESEATING, EXTENSION THERMOSTAT,TEST LEVER,THREADED INLET AND OUTLET;75 TO 150 PSI ADJUSTABLE PRESSURE PREPARE AND SUBMIT COORDINATION DRAWINGS. REFER TO OTHER DIVISION 15 SECTIONS FOR REQUIREMENTS. TAG MATERIAL: BRASS, 0.032-INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED HOLES FOR ATTACHMENT RANGE,SET AT 125 PSI,210 DEGREES F.WATER; INSPECT EACH INSTALLED UNIT FOR DAMAGE TO FINISH. IF DAMAGED,RESTORE AND MATCH FINISH TO ORIGINAL AT SITE TO THE SATISFACTION OF THE ARCHITECT/ENGINEER;OTHERWISE,REMOVE FIXTURE AND REPLACE WITH NEW UNIT. REMOVE o HARDWARE. EXPANSION TANKS:ASME CERTIFIED 125 PSI,HORIZONTALLY SUSPENDED,DIAPHRAGM TYPE TANK COMPATIBLE WITH CRACKED OR DENTED UNITS AND REPLACE WITH NEW UNITS. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. FASTENERS: BRASS WIRE-LINK OR BEADED CHAIN;ORS-HOOK. DOMESTIC WATER SYSTEMS. VALVE SCHEDULES: FOR EACH PIPING SYSTEM,ON 8-1/2-BY-11-INCH BOND PAPER. TABULATE VALVE NUMBER,PIPING SYSTEM, CLEAN PLUMBING FIXTURES,TRIM,AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES,OR WHERE THERE IS EVIDENCE SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), NORMAL-OPERATING POSITION MANUFACTURER: AMTROL SERIES. THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,ARRANGE SPACE CONDITIONS TO MAKE A (OPEN, CLOSED, OR MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES FOR EMERGENCY SHUTOFF AND SET FIXTURES LEVEL AND UNIFORMLY,WITH CONNECTIONS AT RIGHT ANGLES TO WALL AND PROPERLY CENTERED. LAY OUT SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES,MAKE NECESSARY SIMILAR SPECIAL USES. ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT-OUTS AND HOLES ARE CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. VALVE-TAG SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA. MISCELLANEOUS PLUMBING SPECIALTIES REQUIRED USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED SURFACE. PROVIDE CUT-OUT PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND STRUCTURAL SUPPORTS THAT TEMPLATES FOR COUNTERTOP INSERT OR UNDERMOUNT ITEMS. REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED WATER HAMMER ARRESTORS: ALL STAINLESS STEEL,MECHANICAL-PNEUMATIC TYPE,HERMETICALLY SEALED BELLOWS, COLUMN LINES, DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION SO PIPE HANGERS,SUPPORTS,SEISMIC RESTRAINT,AND VIBRATION ISOLATION THREADED INLET; 150 PSI WWP. SIZE AND PLACEMENT DETERMINATION: PDI-WH 201. LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS,WITH WASTE OUTLET CENTERED ON AS NOT TO DELAY PROJECT SCHEDULE, FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT OF ALL PLUMBING EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH STATE MANUFACTURER:PRECISION PLUMBING PRODUCTS SC SERIES. SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE A KNOWLEDGE OF THE WORK OF OTHER TRADES,AND SHALL SHOW THE PENETRATIONS THROUGH FIRE SEPARATIONS BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL NECESSARY COMPONENT CUTS,PLAN LOCATIONS AND AIR VENT: BRONZE BODY,STAINLESS STEEL TRIM AND FLOAT,THREADED INLET AND OUTLET; 150 PSI WWP. CALCULATIONS FOR A COMPLETE SYSTEM.REFER TO OTHER DIVISION 15 REQUIREMENTS. FIRE AND SMOKE SEAL:UL LISTED,APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ALL FIRE ARRANGE FOR PIPE SPACES,CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF MANUFACTURER:SARC013W SERIES. AND/OR SMOKE RATED FLOOR AND PARTITIONS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CONSTRUCTION,TO ALLOW FOR PLUMBING INSTALLATIONS. PROVIDE NECESSARY STRUCTURAL MEMBERS,HANGERS AND SUPPORTS OF APPROVED DESIGN TO KEEP PIPING IN PROPER ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS, DISINFECTION OF POTABLE WATER SYSTEM COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED-IN-PLACE CONCRETE AND BRACKETS,ETC.,ARE SUPPORTED FROM CONCRETE CONSTRUCTION,DO NOT WEAKEN CONCRETE OR PENETRATE OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. WATERPROOFING. ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. ACCESS DOORS IN WALLS AND CEILINGS POTABLE WATER SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH STATE AND LOCAL CODES BUT BY NOT LESS THAN COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR PLUMBING ITEMS REQUIRING ACCESS THAT ARE HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS,BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDING ONE OF THE FOLLOWING METHODS BEFORE IT IS PLACED IN OPERATION: STRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAY BE AT EACH VALVE,CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS,FURNISH AN ACCESS DOOR. RIGID CONSTRUCTION 07/10/15 PRICING ISSUE CONCEALED BEHIND FINISHED SURFACES. ACCESS PANELS AND DOORS ARE SPECIFIED IN DIVISION 8 SECTION"ACCESS MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION.ALL SUCH HANGERS SHALL BE FINALLY ADJUSTED BOTH IN THE WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS,PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR TIGHT 02/18/16 PERMIT ISSUE DOORS AND FRAMES." SEAL. ACCESS DOORS SHALL BE FLUSH MOUNTED,PRIME COATED WITH RUST INHIBITIVE PAINT,CONCEALED FRAME,FLUSH THE SYSTEM,OR PART THEREOF,SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE VERTICAL AND HORIZONTAL DIRECTION,AS REQUIRED. HANGERS IN CONTACT WITH COPPER OR BRASS PIPE SHALL BE SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. REFER TO DIVISION 8 FOR ADDITIONAL CHLORINE AND ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. COORDINATION DRAWINGS DIELECTRIC,COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE. REQUIREMENTS. INSULATION THE SYSTEM,OR PART THEREOF,SHALL BE FILLED WITH A SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLE SHEET METAL,PLUMBING AND FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. DRAWINGS MUST BE RETURNED FROM ENGINEER INSULATION ACCESS DOOR SIZES SHALL BE: CHLORINE AND ALLOWED TO STAND 3 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. EITHER"REVIEWED"OR"FURNISH AS CORRECTED"PRIOR TO BEING USED AS BASIS FOR COORDINATION DRAWINGS. 12"X 12"AT EASILY ACCESSIBLE ITEMS. 16"X 16"WHERE PARTIAL BODY ACCESS IS REQUIRED. TESTS AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS,REPRODUCIBLE COPIES SHALL REFER TO SCHEDULE ON DRAWING. 24"X 24"WHERE FULL BODY ACCESS IS REQUIRED. BE SENT TO THE OTHERS TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK: ALL INSULATING MATERIALS SHALL COMPLY WITH THE FOLLOWING RATINGS: GENERAL: TEST PLUMBING SYSTEMS TO SATISFACTION OF BUILDING OFFICIAL. DO NOT CLOSE IN,CONCEAL,OR COVER UP PLUMBING CONTRACTOR MANUFACTURER:MILCOR TYPE M SERIES,CESCO SERIES. ANY PLUMBING WORK UNTIL IT HAS BEEN TESTED, INSPECTED,AND APPROVED. ELECTRICAL WORK FLAMESPREAD -25 FLUSH PIPING,PRIOR TO TESTING,TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE ENTERED DURING COURSE OF MECHANICAL PIPING SMOKE DEVELOPED-50 INSTALLATION. FUEL CONTRIBUTED -50 EXECUTION PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT,CONTRACTOR SHALL HAVE SUBMITTED SPRINKLER PLANS AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING BUREAU FOR REVIEW. FIBERGLASS PIPING INSULATION(INTERIOR) GENERAL REPAIR ALL LEAKS,DEFECTS OR DAMAGE REVEALED BY THE RESULTS OF THE TESTING AND RE-TEST THE SYSTEM. AFTER ALL TRADES HAVE INCLUDED THEIR WORK ON THE COORDINATION DRAWING AND NOTED CONFLICTS,ALL TRADES MOLDED FIBROUS GLASS WITH 3.5 POUNDS MINIMUM DENSITY,MAXIMUM K=.3 AT 200 DEGREE F,MEAN AND RATED TO 450 DO NOT INSULATE OR CONCEAL PIPING UNTIL THE SYSTEM HAS BEEN TESTED AND THE RESULTS APPROVED. SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL SIGN COORDINATION DEGREE F. THE INSULATION SHOULD BE SECTIONAL PIPE JACKETED WITH AN EMBOSSED VAPOR BARRIER LAMINATE. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS,OF THE EXACT PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT AND/OR ENGINEER. SPECIFICATIONS - .� °mow�- PLUMBING . . W c� �! w Poo500 FESSIU ArmandLeUardeui ARC H I T E C 7 STRUCTURAL NOTES GENERAL NOTES HEADERS AND BEAMS 1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, including the New York State Residential Code 2010. 1. Unless noted on drawings, headers shall be as follows. Interior walls(2)2 x 10's, exterior walls(3)2 x 10's. 2. Contractor shall provide temporary shoring, bracing, and sheeting and make safe all floors, roofs,walls and adjacent property as project conditions require. The contractor shall submit shop 2. Typical post at end of header consists of(1)2x jack stud and(1)2x king post unless noted otherwise on plans. Stud to match wall stud size. drawings and calculations of the shoring and bracing for the Owner's review. The shop drawings shall be prepared by a New York State licensed professional engineer. 3. Where posts are not specified, provide 3"minimum of bearing length and support the full width of the beam. 3. All structural elements of the project have been designed by the structural engineer to resist the required code forces that could exist in the final completed structure only. It is the responsibility of 4. Beams shall bear on the full depth of a stud wall unless noted otherwise on the drawings. the Contractor to provide all required bracing during construction to maintain stability and safety of all structural elements during construction until the structure is completed. 5. Where a raised header beam interrupts the two-plies of the top plate, splice the top plate to the header with a Simpson LST or MST nailed to edge of top plate. Engineer to specify size.Where 7 West 22nd Stme 3rd Floor 4. The contractor shall be solely responsible for means, methods,techniques, sequences or procedures of construction;for coordination of the work of all trades,and for site safety. The contractor the bottom ply of the top plate is interrupted by a raised header beam, no splice in the top ply shall be located over the header or within 3'-0"of each end of the header or the splice shall be t' New York,New York 10 shall comply with the Department of Labor Safety and Health Regulations for construction promulgated under OSHA. Neither the professional activities of ESE nor the presence of ESE, or its located at midspan of the header with 12 10d nails each side of splice. sub-consultants at a construction site shall relieve the General Contractor and any other entity of these responsibilities. Tel 217,581,2877 Fax 21Z581.197f ( 5. Construction observations by ESE will consist of review of the project to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding SAWN POSTS AND COLUMNS in general accordance with the structural contract documents. Construction observations are not inspections..Our observations do not guarantee the performance of any contractor,subcontractor, 1. Typical post supporting a beam is built up post of 2x members unless noted otherwise. The width of the post shall equal the width of the supported beam. r supplier or any other entity furnishing materials or performing any work on the project and ESE has no responsibility for failure by contractors and subcontractors to comply with contracts, 2. Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. . construction drawings, specifications, or laws. If ESE is not retained to provide construction administration services,the CLIENT assumes all responsibility for interpretation of the Contract 3. Built-up columns shall be fabricated as follows: Documents and for construction observation and waives any claims against ESE that may be in any way connected thereto. Column from 2x4 members: au '`• 6. The contractor is responsible to coordinate a pre-construction meeting to review structural plans. Meeting attendees shall include, but not be limited to,the contractor, project architect, project (2)Laminations: (1)row 10d nails on each side of column, 8"OC, staggered. W " R.. engineer, framing subcontractor, and concrete subcontractor. (3)Laminations: (1)row Simpson SDWS or SDS x 4"screws 8"OC on each side of column, staggered. w r 7. Upon execution of the contract,the contractor hereby covenants and agrees to indemnify and saves harmless the owner and engineer of record forever from and against losses and claims, (4)Laminations: (1)row Simpson SDWS or SDS x 6"screws 8"OC on each side of column,staggered. demands, payments,suits actions, recoveries, and judgments of eve nature and description, including attorney's fees, brought against the owner or the engineer of record b reason of act or Column from 2x6 members: P Y � � J 9 every P 9 Y 9 9 9 Y Z � omission of the contractor,or a subcontractor to the contractor, or of an individual,group, or entity,directly or indirectly employed by the contractor or such subcontractor, in the performance of (2)Laminations: (2)rows 10d nails on each side of column, 8"OC,staggered. W v work for, or the rendering of services to the owner. (3)Laminations: (2) rows Simpson SDWS or SDS x 4"screws 8"OC on each side of column,staggered. •: e 8. Drawings shall not be used for construction unless noted"Issued For Construction". Drawings used for bidding purposes shall not be used for construction. (4)Laminations: (2)rows Simpson SDWS or SDS x 6"screws 8"OC on each side of column,staggered. � � " y 9. Details on drawings titled,"TYPICAL DETAILS", shall apply to all situations occurring on the project that are the same or similar to those specifically drawn. Such details shall apply whether or not 4. Where posts are specified on the drawings as 4x4,4x6, etc,they shall be solid, not built up from studs. Z m they are keyed in at each location. 5. Where wood posts are specified above and below a level of floor framing, maintain the same cross sectional area through the thickness of the floor either by continuing the post, adding LVL Q & , blocking underneath, or adding a beam of the same width as the largest post. F €®s m STRUCTURAL DESIGN NOTES: See table on structural drawings. 6. Brace the top and base of all posts/columns. v t., Z000, FOUNDATIONS FOUNDATIONS MANUFACTURED WOOD PRODUCTS i,. t; cv N 6 1. Building foundations shall bear on firm undisturbed soil having minimum bearing capacity of 3000 psf. Adequacy of bearing stratum shall be verified in field and inspected by the local building 1. LVL(Micro Lam)Beams: Manufactured by iLevel by Weyerhauser. Fb=2600 psi, E=1,900,000 psi. �; -,CO C m department prior to placing concrete. Adjust bottom of footing elevation as required. 2. PSL(Parallam) Beams: Manufactured by iLevel by Weyerhauser. Fb=2900 psi, E=2,000,000 psi f t CO Cn 2. Prior to placing the bedding layer of crushed stone under slabs on rade, prepare su rade b removing all unsuitable, loose, disturbed material. If an fill is required, fill must be suitable,well 3. PSL Parallam Columns/Posts: Manufactured b iLevel b We erhauser. Fc--2500 i, E=1,800,000 psi 0 0 P g 9 Y 9 P P b9 Y 9 Y q ( ) Y Y Y Ps P W r d o c7 0 04 0 graded granular fill approved by the design professional.The fill shall be placed in 8"lifts and compacted to 95 percent of maximum density measured at optimum moisture content and each lift 4. TJI members: Manufactured by iLevel by Weyerhauser. tested to verify densities by ASTM D1557. 5. LSL members: Manufactured by iLevel by Weyerhauser. 3. Do not place concrete on a subgrade that is frozen, muddy,wet, or containing ice or frost. 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the proposed substitution. 4. Do not place backfill against basement walls until all floors bracing these walls are in place and the concrete walls have attained their 28-day strength. 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide, unless noted otherwise. 5. All exterior footings shall be placed a minimum of 3'-6"below final grade unless bearing on sound unweathered bedrock verified by geotechnical engineer. 6. All interior footings shall be placed 2'-0"minimum below top of slab on grade. PLYWOOD 7. Do not excavate lower than the bottom of the existing foundation without written permission from Design Professional. 1. Wall and floor sheathing shall be plywood panels unless specifically noted as OSB on the drawings. Plywood shall be APA rated sheathing, exposure 1, for the specified span, manufactured 8. A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal. Adjust bottom of footing elevations as required.Verify bottoms either per product standard PS-1 species group 1 or PS-2. OSB shall be APA rated sheathing for the specified span, made per product standard PS-2, exposure 1. Index stamp shall be visible of existing footings. on all sheets. Panels shall be of the following thickness: Roof 3/4". Walls 1/2". Floors shall be 3/4"AdvanTech(www.advantechperforms.com)tongue and grooved. 9. Preservative treated sills shall be anchored to the foundation wall with 1/2"anchor bolts, with Simpson BPS-1/2-3 washers,with a 2.5"90 degree hook at the end.The bolts shall be embedded 7" 2. All plywood shall be glue nailed to floor joists using APA approved construction adhesive(B.F. Goodrich PL400 or approved equal.)Use ply clips or other edge support as required for plywood into concrete and 15"into solid grouted CMU block. Locate bolts not more than 12"from corners, at sides of openings, and at 4'-0"o.c. sheathing. 10. Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. 3. Leave 1/16"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not tongue and grooved. 11. All anchor bolts shall be set in forms and wet set unless noted otherwise. 12. Where allowed in writing, anchor bolts may be set after concrete has cured. Embed Hilti HAS threaded rod 6"into concrete with hilti RE500 adhesive. SELF DRILLING SCREWS 1. SDS screws are by Simpson. Substitutions are not allowed without written permission from Engineer of Record. CONCRETE 1. All concrete work shall conform to the ACI"Building Code Requirements for Reinforced Concrete"(ACI 318), latest edition. METAL WOOD CONNECTORS 2. Slab work shall conform to applicable portions of ACI 302.1R Guide for concrete floor and slab construction, latest edition. 1. Simpson products installed per Wood Construction Connectors 2013-2014(C-2013)by Simpson Strong-tie. 3. Design of concrete mixes, location of construction joints in slabs,staggering of pour placements, location of pour strips, and placement and curing procedures shall be performed by the contractor 2. Use common nails at all metal wood connectors. Unless noted otherwise. in a manner that will minimize shrinkage cracking of the slabs. 3. Joist hangers, cross bridging and all connectors for wood construction shall be galvanized steel as manufactured by Simpson Strong Tie or approved equal. Special nails as supplied by 4. Concrete shall be normal weight concrete with a water-to-cement ratio of 0.45 or less and a minimum ultimate strength of 4,500 psi at 28 days. manufactured shall be used for required nailing. 5. Concrete for exterior slabs on grade shall be air-entrained normal weight with a water-to-cement ratio of 0.45 or less and a minimum ultimate strength of 4,500 psi at 28 days. Concrete shall be 4. 10d 1-1/2'nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector, unless noted on plans Z moist cured and covered for 7 days. 5. Provide metal post bases and post caps(Simpson type CC)where wood posts connect to wood beams independent of framed walls.6. Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.50 or less, maximum slump of 5", and a minimum ultimate strength of 3,500 psi at 28 days. 6. Provide Simpson type ABA or ABU or post base where a wood post bears on a foundation. Bases and caps shall be galvanized at exterior conditions. Use Simpson recommended anchor bolts Concrete shall be moist cured and covered for 7 days. embedded 8"with Hilti RE500 adhesive into the foundation, unless noted otherwise. 7. The contractor shall repair all shrinkage cracks designated as unacceptable by the architect by injection grouting with no additional cost to the contract. 7. Anchor the back end of cantilevers with Simpson anchors having an allowable uplift capacity of 1,000 lb. �.. 8. Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR shall contain 20%fly ash. GGBFS shall conform 8. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, Header, and Column specifier's to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618. guide TJ 9000 by Weyerhaeuser, unless specified otherwise on plan. f-+ 9. Concrete design mix shall be submitted for each type of concrete to the design professional for review. The design mix shall be accompanied by test reports conforming to the ACI method for field 9. Provide metal hurricane anchors at each rafter. Unless noted, use Simpson H2A or as required by the local governing building code. experience or the ACI method for trial mixtures, including a graph of w/c ratio versus strength, in accordance with ACI 301. The design mix shall be sealed and signed by a professional engineer. 10. Rafters framed flush to structural ridge beams shall have Simpson LRU hangers. 10. Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60. Reinforcing steel shall be detailed according to the ACI Manual of Standard Practice(ACI 315), latest edition. 11. Where hangers are specified or required at sloping or skewed beams,the contractor shall specify the correct slope and skew when ordering the hanger. 11. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. 12. Where ACQ or CuAz wood preservative treated wood framing components are used, all connectors and fasteners shall be stainless steel. Alternate methods for protection against corrosion of 12. Welded wire fabric(WWF)shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. connectors and fasteners must be approved by the design professional. �•L•� O 13. Provide minimum temperature reinforcement,as required by ACI-318, in all slabs and walls where reinforcement in not indicated on the structural drawings. 14. Support and securely tie reinforcing to prevent displacement during concrete placement operations. Wire mesh must lap one full mesh at each side and end laps. Use vinyl or epoxy coated ties STRUCTURAL STEEL Q and accessories to secure epoxy-coated reinforcement. Place mesh on chairs to maintain its position during the pour. Rocks, masonry,or other materials may not be substituted for the chairs. 1. Design is based on 13TH Edition of the AISC Steel Construction Manual, Allowable Stress Design. 15. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI) Manual of Standard Practices. 2. All structural steel work shall conform to the following governing standards: w 16. Provide clearances from face of concrete to the closest surface of reinforcement as follows, unless noted otherwise on the structural drawings: A. AISC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, "latest edition. w Concrete cast against earth 3" B. The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"latest edition. Z Concrete exposed to weather or earth 2"for#6 or larger, 1.5"otherwise. 3. All structural steel shall conform to the following ASTM specifications: Concrete not exposed to weather or earth Slabs,walls,joists:: 0.75"for#11 and smaller. A. Plates ASTM A36 Concrete not exposed to weather or earth Beams and Columns: 1.5" B. Rolled W-Sections and WT-Sections: ASTM A992 Grade 50 or A572 Grade 50 0 Z 17. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". C. All other rolled sections:ASTM A36 W 18. At openings in foundation walls provide(2)#5 bars(1 each face)at each side, placed 2"from edge of opening. Each bar shall extend 2'-0" beyond opening, unless noted otherwise. D. Tube Columns:ASTM A500, Grade B. �� ►--i 19. Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. Parallel runs shall be placed a minimum of 3 E. Except when A325SC bolts are specified on the drawings, all bolted connections of beams or girders are to be made with 3/4"ASTM F1852'Twist off"type Tension Control bolts with ASTM ON �+ diameters on center. No aluminum or coated conduit pipe shall be used. F436 washers, unless noted otherwise. F1852 bolts with ASTM F436 washers shall be used where A325N bolts are specified on the drawings. Nuts shall be ASTM A563. Connections are to be 0 20. All grout shall be non-shrink with a minimum compressive strength of 5000 psi. standard AISC connections. 1 21. Contractor shall coordinate locations,sizes, extent,etc., of curbs,depressions, slopes, recesses, embedded items, openings in slabs, etc.,with architectural and MEP drawings. Information shown F. Anchor bolts: ASTM F1554 Grade 36. 3/4"diameter unless noted otherwise on drawings. Install column anchor bolts using templates and other devices required for accurate installation. Burning f•�{ on these drawings is schematic in mature and may be incomplete. Indicate all such items on shop drawings. of base plate anchor bolt holes will not be allowed.Anchor bolts may not be embedded after the concrete has set without written permission from design professional prior to pouring foundations. O 4. Welding shall be performed by welders certified by AWS. CONCRETE MASONRY 5. Welding electrodes shall be ASTM A233, Class E70XX. Use low hydrogen electrodes for A572, Grade 50 steel. 1. All concrete block work shall conform to the Masonry Standards Joint Committee"Specification for Masonry Structures, ACI 530.1/ASCE6/TMS 602), latest edition. 6. Shop paint framing in exterior walls with Tnemec Series V10 primer. Verify that the finish coat is compatible with the primer before applying and notify design professional if it is not. Field paint 2. Concrete masonry units shall conform to ASTM C90,Type I,with a net area compressive strength of 1900 psi. as per Architectural drawings and Specifications. r 3. Units shall be normal weight, unit density 12'5 pcf. 7. Shop and erection drawings shall be submitted to the design professional for review and approval. No fabrication of steel shall commence without approved shop drawings. Shop drawings shall w 4. Units must be sampled and tested in accordance with ASTM C140. be reviewed and stamped by the contractor prior to submitting to the design professional. Shop drawings shall conform to customary AISC detailing standards. 5. Net area compressive strength of the masonry,f m(mortar and masonry unit assembly)shall be equal to 1,500 psi. 8. Steel connections not shown shall be standard AISC framed beam connections and shall be detailed by the fabricator in accordance with the AISC specification above. Details for all connections 6. All grout shall conform to ASTM C476 and shall have a compressive strength equal to f m or greater. shall be shown on the shop drawings. 7. All mortar shall be Type S per proportion specification ASTM C270, A. For non-composite members. Provide connections based on reaction as determined from AISC uniform load table. (Unless reactions are noted on plans.) B. Reinforcing is to be provided at connections where cuts reduce the shear or moment capacity below what is required to sustain the reaction. SAWN WOOD FRAMING GENERAL C. Flanges and web are to be reinforced where the local capacity to sustain connection load is inadequate. 1. All wood framing shall be installed in accordance with the American Forest and Paper Association'Wood Frame Construction Manual", latest edition. 9. Connections shall be designed for shear and eccentricity. Considering that the connection is an extension of the beam and girders. 2. All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction", latest edition. 10. All beams except cantilever beams shall be fabricated with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered end. 3. All framing lumber shall conform to the following governing standards: 11. Erector Qualifications: A qualified installer who participates in the AISC Certification Program and is designated an AISC Certified Erector, Category CSE at time of bid. A. American Institute of Timber Construction, 'Timber Construction Manual,"latest edition. 12. Fabricator Qualifications:A qualified fabricator who participates in the AISC Certification Program and is designated an AISC Certified Plant, Category STD at time of bid. B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. 13. Contractor shall submit current AWS certification for each welder for each weld type shown on the drawings. 4. All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. 5. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. Hot Dipped Galvanized Components Rafters Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry 1. Steel components, including, but not limited to,structural steel, fastener hardware, and bolted connection hardware, shall be hot dipped galvanized and painted as noted on plan. Joists: Douglas Fir Larch#2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry 2. Structural steel to be hot dipped galvanized shall be fabricated in accordance with the recommendations of the American Galvanizers Association, including weep holes and welds ground Studs: Douglas Fir Larch Stud Grade, Fc--850 psi, E=1,400,000 psi. Kiln dried 15%moisture content smooth. Fabricate members using techniques to promote the flow of the zinc. Reference the American Galvanizer Association(AGA)publications,'Recommended Details for Galvanized Plates: Douglas Fir Larch Stud Grade. Surfaced Dry. Structures", and,'The Design of Products To Be Hot-Dipped Galvanized After Fabrication". Details specifically required for galvanizing shall be shown on the shop drawings. Beams Douglas Fir Larch#1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry 3. All hot dipped galvanized components shall be in accordance with ASTM A123. Posts Douglas Fir Larch#1, FC=1000 psi., E=1,600,000 psi. Surfaced Dry 4. Fasteners and other connection hardware shall be galvanized in accordance with ASTM A153. 07/10/15 PRICING ISSUE 6. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-12"thick preservative treated TimberStrand LSL treated sills. 5. The galvanizer shall be alerted to all galvanized components that will be painted. 7. Rim board shall be 1.25"Timberstrand LSL Rimboard, 6. The galvanizer shall be responsible for supplying and shop applying paint to all structural steel. 02/18/16 PERMIT ISSUE 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2003. Nails specified on plans are common nails.. 7. The galvanizer shall supply all necessary paint coatings, preparation specifications, application specifications, and touch-up specifications for paint coatings to be applied in the field. 9. Where sawn framing lumber is flush framed to engineered lumber(LVL, PSL, LSL),glued-laminated, or steel beams, set the girders 1/4"clear below top of framing lumberto allow for framing 8. All connection hardware including anchor rods at base plates,washers, and nuts,shall be hot dipped galvanized and then painted in the field after installation has been inspected and approved. lumber shrinkage. 9. Structural steel shop drawings shall be reviewed by the galvanizer. Galvanizer shall submit detailing recommendations to the engineer of record(EOR)and coordinate with EOR. 10. All rafters and joists shall align directly with studs below,where required install additional studs. 11. Lap all plates at corners and at intersection of partitions. SPECIAL INSPECTIONS 12. The ends of beams shall be braced against rotation with blocking, hangers, bridging, bolting, or other means approved by the design professional. 1. Special inspections shall be performed by a testing agency provided by the owner. 13. At end walls where joists are parallel to wall, block first 2 bays where plywood sheathing panel edges are perpendicular to wall and every 4'-0" minimum. 2. Inspections shall be required for the following items: 14. No new or existing joists shall be cut, notched, or holes added without approval. A. Sub grade for foundations 15. Stud bearing walls are to be 2x4 at 16'o.c. at the interior and 2x6 at 16"o.c. at the exterior unless noted otherwise. B. Quality control of concrete materials. 16. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. 17. Use double studs at ends of walls and ends of wall openings unless a larger post is specified on plan. 18. Provide double joists under partition walls that are parallel to the joist span. 19. Use double trimmers and headers at all floor openings where beams are not designated. 20. Install solid blocking between joists under bearing walls that are perpendicular to joists. 21. Install facemount hangers at all flush framing conditions unless specified on plan. See Framing Connectors notes this sheet. DATE: 03/19/2015 22. Anchor all rafters, hips, valleys and ridge beams to resist uplift SCALE: AS NOTED 23. Bevel cut hip beams and valley beams. Nail plywood to beveled beam with 10d nails at 6"oc. PRO # 14025 24. Block between all cantilevered joists and. install web stiffeners if I-Joists. OF NES, , J 25. All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. �p M• 07 �fl 26. Nails, unless noted otherwise on the drawings, shall be Common nails, as follows: col 8d(2.5"x 0.131"), 10d(3"X 0.148"), 16d(3.5"x 0.162"), 20d(4"x 0.192") �4 ,� J ¢ STRUCTURAL NOTE, ✓�F 0$5582 OARCFES fi1aNA� S1 * 00 i ArmandLeGardeur LEGEND2 A R C HI T E C T ...,._._---.. ..._.... ....._.. . ---.... .. .__ . -- - -.--.- -- - ..- _ -.-._. _. -....-_. S3.01 ANCHOR BOLTS AT 16"O.C. t NEW BEAM ABBREVIATIONS: + 7 West 22nd Street,3rd Floor New York,New York 10010 NEW JOIST C CANTILEVER Tel 212.581.2877 Fax 212581.1976 CB CEILING BEAM • • • • nHIGH LOW \ NEW RAFTERS CJ CEILING JOISTS - �- S3.01 SF STEP IN FOOTING I HD3 HD3 I •"� 2 SLOPING MEMBER SSW SIMPSON STRONG WALL I I STONE STAIR BUILT UP WITH STONE STAIR BUILT UP WITH HIGH LOW L s3.o, I CMU BLOCK FILLED SOLID. CMU BLOCK FILLED SOLID 5 Lu W ❑ INDICATES MOMENT CONNECTION TO COLUMN ( I PIN TO CONCRETE WALL. S3.01 Z ANCHOR BOLTS w EXTENT OF FRAMING I ( AT 2'-0"O.C. HSS ABOVE HSS ABOVE Z $' W �K HDU1 E } i ' I I • •k. �'' / (3)11 7/8"LVL J FRAMING DIRECTION J L -- ------ - -- -- --- - - � � - HSS ABOVE Z r 4"SHELF FOR JOISTS HD2 I HD2 0 ~ ' CHANGE IN FLOOR ELEVATION SSW24 ABOVE J SSW24 ABOVE I I t o LL 0 6"STEM WALL L > I j 4 SHELF FOR JOISTS Q / '" " > I O 6"STEM WALL 1 0 0 0 CHANGE IN ROOF PITCH 6"SHELF FOR VENEER I PA °�° I - I z ( 6"SHELF FOR VENEER a ``' 4 4 3 11 7/8"TJI 230 AT 16"O.C. ti I _ I .» , a � � -a __ _ _ _ _ __ 2'-4"WIDE X 1'-0"THICK 11 7/8"TJI 360 AT 16"O.C. I • HSS 3X3X1/4 Z 2'-4"WIDE X V-0"THICK / £ ° ° m M 3 FOOTING �- I CONCRETE FOOTING W ", o 0 N N r - CONCRETE FOOTING h- J GALVANIZED O I`� 3 300 i I FOUNDATION WALL I PA 0 ci I _F2.5 L ------ -- - �3� 117/8"TJI 230 AT 16"O.C. m 0 ( HD2 (- I HSS ABOVE (3)11 7/8"LVL ' I PA I o ;° I I I I NEW WALL I ��`�3 U ~¢ I ( 2X12 PX co At 16"O.C. I a P ( o I Q I-' L a . . - BEARING WALL ABOVE s3.o, I -� z - HEARTH SLAB �- ( ( o a J o • I w I � z (2) 11 7/8"LVL HD2 N w HSS ABOVE BEARING WALL BELOW O PA U (3)11 7/8 LVL - N (- � (2)11 718"LVL � 3-1/2"X 9-1/2" 9 1/2"TJI 230 11 7/8"TJI PSL PLUS x U -- HDU1 AT 16"O.C. (2)11 7/8"LVL > I I OPENING w T WALL ABOVE I I I PA j' 117/8" J AT "O.C. m m 1 M ,� 11 7/8"TJI 360 AT 16"O.C. _ >C_ F3_0 OVERBUILT ROOF FRAMING , HSS i (3) 117/8"LVL I I W10X26 PA PA -- HSS ABOVE '%111111cLL111/_ MASONRY VENEER PA/H�S PA PA PA PA PAk\jzI I r- ----- - --� I W STONE STAIR BUILT UP I (2)11 7/8 LVL - -J I HSS ABOVE I HSS ABOVE (2)11 718"LVL L - - _I HSS _- - � (2)11 7/8"LVL WITH CMU BLOCK BACK FILL I i pq SF I 5 WOOD POST ABOVE FLOOR LEVEL(PA) WITH CRUSHED STONE. I 2"RAT SLAB a I I 2 PIN TO CONCRETE WALL. I I I 3 *- I ( s3.02 53.01 WOOD POST BELOW FLOOR LEVEL(PB) I IF > CHIMNEY MASS I I I I I J ❑ WOOD POST ABOVE AND BELOW(PAB) ti° SFr 6"STEM WALL �. POST BELOW MUST BE EQUAL SIZE PA I I W 11 7/8"TJI 360 AT 16"O.C. n TO POST ABOVE I I /, I I HD2 ( 6"SHELF FOR VENEER a I (2)117/8- �-- - --- -- -- ---- - - - -- - -- - - - 5? - --------- ------- --� `Ir I 2'-0"WIDEX1'-0"THICK 118 LVL ❑ SQUARE HSS TUBE COLUMN I - �` I I [5-EXTERIOR ( I CONCRETE FOOTING ►-� TUBE COLUMN BELOW(TCB) J •� I - -- TUBE I SLAB ON GRADE I (n ,,Li �. 2 0 WIDE 707-CONCRETE- - - - -- ---- - -- - - -HSS---- -- - - -- -- - TUBE COLUMN ABOVE(TCA) ' 1'-0"THICK I I WALL ° N TUBE COLUMN ABOVE AND BELOW(TCAB) -� f� J CONCRETE (� F2.5 I �- - PA'01 I 6"SHELF FOR SLAB I I O Q ROUND HSS PIPE COLUMN I PAI- HDU1 (SCA)(SCB)(SCAB) HDU1 19 1/2"TJI 230 � 11 7/8"TJI ( I I AT 16"O.C. I i PA PA (2)11 7/8"LVII I PA PA I L -- J Pte_HSS I I I W • HOEDOWN (HD) Q I `" I 2 11 7/8"LVL V PA/HSS - --� I I HD2 I O I _ _ I W i I 11 7/8"TJI 560 AT 16"O.C. 11 7/8"TJI 230 AT 16"O.C. L • �--S--!----J OPENING IN FRAMING s3.01 ( F2.5 { I PA I [� 1>< SF I I 1 PA I SF SF SF O 0 w i 1 - - 4 S3.02 JCD I 1 a I (3)117/8"LVL (4) 11 7/8"LVL PA - - CEINTERLINE I BEARING WALL SFS - PA I 5"CONCRETE SLAB ON GRADE 4"SHELF FOR JOISTS M O ABOVE WITH 6X6 W2.0 X W2.0 WWM ------ PLACED 1"FROM TOP. POUR ON M BEARING WALL 6"STEM M WALL _-_..........._.. . . ......... . ..._..-.__.. . _....__... _.... .... ,.- .. .. .. _..... .,..._ I 10 MIL POLYETHYLENE VAPOR ABOVE 6"SHELF FOR VENEER 11 7/8"TJI 230 AT 16"O.C. ( BARRIER OVER 6"CRUSHED I --- ( STONE TOP OF SLAB=0'-0" -4 2'-4"WIDE X V-0"THICK rL 4-4 r 111 7/8"TJI 560 AT 16"O.C. PA I CONCRETE FOOTING I L I I HD3 I I STEP IN FOUNDATION ---- - ------- - -- - - - - -- - 1� I WALL STEP IN I • I ( • \ • • HDU1 I FOUNDATION WALL I I _ PA I I ' _r -- r � � • II II I (3)11 7/8"LVL I I I HD3--/ HD3 HD3 SF SF Q I 1p/k 53.01 I I ( I I 2 STONE STAIR BUILT UP WITH y�`s 2 CMU BLOCK FILLED SOLID. 47 PIN TO CONCRETE WALL. S3.01 s3.o, i HD3 HD3 i ( I I ( I ANCHOR BOLTS AT 16"O.C. HOLDOWN SCHEDULE --- DESIGNATION HOLDOWN ANCHOR BOLT SF SF SF SF SF HDI HDU4-SDS2.5 SB 5/8X24 HD2 HDU8-SDS2.5 SB 7/8X24 ANCHOR BOLTS AT 16"O.C. FIRST FLOOR FRAMING 07/10/15 PRICING ISSUE HD3 HDU11-SDS2.5 SB 1X30 02/18/16 PERMIT ISSUE TYPICAL HANGER SCHEDULE 2 AND FOUNDATION PLAN S3.01 MEMBER SIZE HANGER C'J1 .01 SCALE4 1 - 1,-011 ®12" - . 4'-0" 2X10 RAFTER LRU210 6" (2)9 1/4"LVL SLOPED LSSU410 2X8 CJ LU26 NOTES: 2X8 CJ SLOPED LRU28 1. BOTTOM OF COLUMN BASE PLATE SHALL BE 1.5"ABOVE TOP OF CONCRETE UNLESS SHOWN OTHERWISE 2X10 CJ LU210 2. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, (2)2X10 VALLEY LSSU410 3. SEE ARCHITECTURAL DRAWINGS FOR TOP OF CONCRETE ELEVATIONS AND BOTTOM OF FOOTING ELEVATIONS.. (2)2X12 RIDGE LU210 SPREAD FOOTING SCHEDULE 4. BEARING PLATES SHALL BE SET ON 3/4"NONSHRINK GROUT MINIMUM.SEE SCHEDULE AND TYPICAL DETAILS. 9 1/2"TJI 230 IUS2.37/9.5 5. ANCHOR BOLTS FOR COLUMN BASES AND FOR BEAM BEARING PLATES SHALL BE SET INTO FORMS WITH TEMPLATES PRIOR TO 11 7/8"TJI 230 IUS2.37/11.88 DESIGNATION DIMENSIONS BOTTOM REINFORCEMENT POURING CONCRETE. 11 7/8"TJI 360 IUS2.37/11.88 6. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. 11 7/8"TJI 560 US3.56 11.88 F2.5 2'-6"X 2'-6"X 12" (4)#4 BARS EACH WAY 7. PROVIDE GALVANIZED HORIZONTAL LADDER TYPE REINFORCEMENT AT 16"VERTICAL SPACING.PROVIDE"L"AND"TEE"PIECES DATE: 03/19/2015 (2) 11 7/8"LVL HU412 FOR CONTINUITY AT WALL INTERSECTIONS. SCALE: 1/4"=1'-0" (3)11 7/8"LVL HHUS5.50/10 F3.0 3'-0"X T-0"X 12" (5)#4 BARS EACH WAY 8. DO NOT LAY STONE FINISH ON SLABS UNTIL SLAB HAS CURED 60 DAYS. PROJ. #: 14025 9. SLABS ON GROUND SHALL BE 5"THICK POURED OVER A 6"LAYER OF POROUS FILL WITH A 10 MIL.POLYETHYLENE VAPOR OF NEW , BARRIER WITH TAPED JOINTS BETWEEN SLAB AND POROUS FILL. PROVIDE 6X6 W2.0 X W2.0 WELDED WIRE FABRIC PLACED 1" M. ST i� NON-TYPICAL FROM TOP OF SLAB IN ALL SLABS ON GROUND UNLESS NOTED OTHERWISE. 44�F HANGER SCHEDULE 10. ❑ INDICATES HSS 4X4X1/4"COLUMN TYPICAL UNLESS NOTED OTHERWISE. Adol ,r FIRST FLOOR DESIGNATION MEMBER SIZE HANGER 11. ALL STEEL BEAMS SHALL HAVE A 1.75"LVL NAILER FASTENED TO THE TOP FLANGE UNLESS NOTED OTHERWISE ON DRAWINGS. r _ �. FRAMING AND 2 9 114"LVL HUC241Q-SDS SEE TYPICAL DETAIL.COORDINATE NAILERS ON BOTTOM FLANGE OR ELSWHERE WITH ARCHITECTURAL REQUIREMENTS. o � y FOUNDATION PLAN © 2)2X10 HUC210-2 12. STEEL COLUMNS IN WALLS SHALL BE AT THE CENTER OF STUD WALL, UNLESS NOTED OTHERWISE. U 13. FASTEN 2X STUD TO EACH SIDE OF STEEL COLUMNS UNLESS NOTED OTHERWISE ON DRAWINGS.IF COLUMN WALL IS 5/16"OR �' 065582(2)11 7/8"LVL HU410 SKEWED LESS FASTEN STUDS WITH SIMPSON TB1406S AT 24"O.C.STAGGER 3/4"ON VERTICAL CENTERLINE OF COLUMN,UNLESS NOTED ® 2 11 7/8"LVL 40C412 OTHERWISE. IF COLUMN WALL IS GREATER THAN 5/16"FASTEN WITH 1/2"THRU BOLTS OR 1/2"HOLLO BOLTS AT 24"O.C. R"fiESS10N. 05 3 1/2"X 9 1/2"PSL HU41OSS WITH TITEN SS SCREWS STAGGER 3/4"ON VERTICAL CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE. © (3)9 1/4"LVL HUCQ610-SDS 14. SEE MANUFACTURER SPECIFICATION FOR SIMPSON STONGWALL(SSW)ANCHOR BOLT AND HOLDOWN TEMPLATE. S 1 * 0 1 ArmandLeGardeur A R C H I T E C T PST UP 7 West 22nd Street, 3rd Floor PERFORATED TOORIDGE New York,New York 10010 F Tel 212.581.2877 Fax 212-581-1976 2 r21 W I S4.o1 s4.o1 54.01 CONTINUOUS CURVED HEADER W `• z 'x I 5 1/4"WIDE X 9"DEEP MADE UP OF ¢" t." PLYWOOD SHEETS GLUED AND SCREWED ,.. 2X10 AT 16"O.C. Z (2)11 7/8"LVL RIM CONTINUOUS W FULL LENGTH OF EXTERIOR WALL I W °u C w SSW24 SSW24 Z " — — — — — — — — - — — — - 3 2X6 3 2X6 — — — (3)9 1/4"LVL CONTINUOUS 4 co B ( ) RIM + 1 11 7/8" LVL { ) (� ~ t. 3 2X6 O 3 2X6 5 o X 0 cn Q l > ,° ---- -- PA —PA' Q t., ' c? C? o L L 3 N � coq 3 L co co EXTERIOR / a ° � c HDU2 I"�; 3 = o 0 WALL ABOVE HDU2 W o c5 CN N I 11 J+2K ti I POST UP TO RIDGE. LEDGER FOR POST UP RIDGE - POST TO LOW ci ti ( O I RAFTERS POST TO W BEA I m BEAM WITH HDU2 O O WITH HDU > a 12 " PA 2 ( RIDGE BOARD `* I (3)11 7/8 VL (4)2X4 ¢ _j PA_j J J ¢ J J J l 16' I co J J J _j � _ > J IDGE BEAM > ( C U N PERFORATE w e I � o 0 o bo � co � "a_o ° 0 8 0 ti I I [ r- r r T - l"- � � w ;0 r r e— r co r '— r r —j I N I ti M M M f7 r- N �N. N I V 1J+2K (8) 10d NAILS SPA - � EACH SIDE - PA l ;PA �... BEARING PA Q (2) 117/8-LVL WALL ABOVE 1 �9l f, X HEADER N (3) 7/8"LV LVL (2)11 7/8"i O \ ! (3)9 1/4"LVL CONTINUOUS J+1K 2J+1K OPEN AT GALVANIZEDHSS 4X4X1/4 TYPICAL(8) ONS PA O CHIMNEY 2X4 PA. -� r PA (4)11 7/8"LVL — J _5 117/8-TJI 230 T 16"O.C. > --' EXTERIOR "00 TYPICAL UNL S NOTED OTHERWISE j WALL ABOVE 2X10 AT 16"O.C. Zo _jW i J PA PA(2) 11 7/ "LVL s M M r N � ( or— I S4.01 � � r---1 r , N (3)2X4 OPE PA (4)117/8"LVL PA',� I V 1 C ) ►�'� AT P i .-- � AIR i 11J+2K w Q (2)11 7/8"LVL FLUSH 11 7/8"TJI 360 AT 16 O.C. i GABLE END WALL ABOVE Z O � O BEARING WALL ABOVE - (3)9 1/4"LVL I ! 2 11 718"LVL PA-- I w I � I (3)2X4 PA (3)2X4 > ( LEDGER FOR RAFTERS HOLDOWN SCHEDULE I w ^ DESIGNATION HOLDOWN ANCHOR BOLT I 0 0 � HDI HDU4-SDS2.5 SB 5/8X24 I rn ¢ 11J+2K w HD2 HDU8-SDS2.5 SB 7/8X24 I \ �? �? N w "L I /—C—\ (~� O HD3 HDU11-SDS2.5 SB 1X30 B 0 0 (3)11 7/8'.LVL zo 0 16' _j > > ( I PERFORATED TYPICAL HANGER SCHEDULE PERFORATEDI (3) 1 7/8"LVL {4)2 PA Q 00 N Q PA (3)2X4 (2)11 7/8"LVL MEMBER SIZE HANGER I N I 2X10 RAFTER LRU210 POST UP TO RIDGE. N O I POST TO LOW 11 7/8"TJI 360 AT 16"0.11. (2)9 1/4"LVL SLOPED LSSU410 I BEAM WITH HDU2 F- 2X8 CJ LU26 I N j 2X8 CJ SLOPED LRU28 2X10 CJ LU210 I POST UP TO HIP (2)2X10 VALLEY LSSU410 I HDU2 HDU2 (2)2X12 RIDGE LU210 PA ---- PA PA � (2)11 7/8"LVL I — -- 9 1/2"TJI 230 IUS2.37/9.5 I --- - --- - --- - _- . -- - - - -° N�,Xk,+ 11 7/8"TJI 230 IUS2.37/11.88 11 7/8"TJI 360 IUS2.37/11.88 I RIM 11 7/8"TJI 560 IUS3.56/11.88 (2)11 7/8" LVL HU412 I o eF F (3) 11 7/8"LVL HHUS5.50/10 I co 5' 19' w PERFORATED NON-TYPICAL I cwn LEDGER FOR RAFTERS (2) 117/8-LVL RIM CONTINUOUS EXTERIOR WALL ABOVE FULL LENGTH OF EXTERIOR WALL �n� HANGER SCHEDULE I 5.� 2 DESIGNATION MEMBER SIZE HANGER I S4.1 ) 2 9 114"LVL HUC2410-SDS 14 02 2)2X10 HUC210-2 I n (2)117/8"LVL HU410 SKEWED I 1J+2K 1J+2K S4'01 54.01 U (2)117/8"LVL HUC412 U 3 1/2"X 9 1/2"PSL HU41OSS WITH TITEN SS SCREWS I- — — — — — — — = © 3 9 1/4"LVL HUC0610-SDS 07/10/15 PRICING ISSUE 15' 02/18/16 PERMIT ISSUE PERFORATED POST UP SHEAR WALL SCHEDULE WIND ONLY- TO RIDGE SYMBOL 15/32"CDX PLYWOOD NAILING(3) FRAMING MEMBERS EDGE FIELD BOTTOM PLATE AND CONNECTION SECOND F FRAMING eSHEATHING TOP STUDS ABUTTING (2)(4)(5) PLATE (6) MEMBERS 1 ON FIRST FLOOR PLAN- (608eONE SIDE 8d @ 4"o.c. gd @ 12"o.c. 2-2x 2x 2x SDWS22500 AT 8"O.C.Ib/rt) SCALE 1/411 = 1'-0" S 1.02 ®12" 4'-0" e ONE SIDE ��84@Ib/ft}'c' 8d @ 12"o.c. 2-2x 2x 2x SDWS22500 AT 4"O.C. NOTES: T\ 1. INSTALL SIMPSON POST CAP AT RIDGE BEAM TO POST OR REQUEST ADDITIONAL F BOTH SIDES (1 @ 4"ft) 8d @ 12"o.c. 2-2x 2x 2x SINGLE 2x w/1/2"LAG SCREW STRAPPING DETAIL PRIOR TO CONSTRUCTION. DATE: 03/19/2015 (12161b/ft) @ 9 o c 2. FASTEN 2X LEDGER FOR ROOF THRU PLYWOOD INTO STUDS WITH(3)SIMPSON SCALE: 1/4"=1'-0" SDV�WS X 5"SCREWS(0.22"DIAMETER)EVERY STUD, 16"OC MINIMUM. BEVEL TOP N PROJ. #: 14025 NOTES: OF LEDGER AND NAIL ROOF PLYWOOD TO LEDGER AT 4"O.0 WITH 10d(.148"X 3"). Of E{1r Y (1) FRAMING AT ADJOINING PANELS(ABUTTING MEMBERS)SHALL BE BUILT UP POSTS OF 2-2x MEMBERS WHERE NAILS ARE Q{ Fp M. S74" 0,9 SPACED AT 2"O.C. SEE STRUCTURAL NOTES FOR NAILING OF BUILT UP POST. (2)PANEL EDGES SHALL BE BACKED WITH 2x OR 2-2x FRAMING INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. � � j ; SECOND FLOOR (3)WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C.ON EITHER SIDE, `' FRAMING ON FIRST PANELS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. p ► _ tl u, FLOOR PLAN (4)PLYWOOD SHALL BE"RATED SHEATHING".SEE STRUCTURAL NOTES. (5)STUDS SHALL BE DOUG FIR LARCH OR SOUTHERN PINE. Q65582 (6)8d NAILS SHALL BE 2.5"X 0.131" COMMON,OR 2.5"X 10.113"GALVANIZED BOX 'SF OA�QFES S10�A� REPRESENTS SHEARWALL TYE AS DESCRIBD IN THE SHEAR WALL SCHEDULE S1402 # DENOTES THE LENG H OF ALL TO BE INSTALLED AS DESCRIBED IN HES EAR WALL SCHEDULE ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York,New York 10010 Tel 212-581-2877 Fax 212-581-1976 V . Lu I I Z �f A Z < CJ I W t'. I w IF I m I Z �•; I I / POST UP f ` co o x - - - - - - - - - - - - - - - - - - - TO RIDGE �- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - a O2' 4 a e.. � COC 3 2Xta (2)2X10- ° c' A ' O W in ,o C7 c4 CN N 2X10 AT 16"0 C TYPICAL U.N.O. I � I a (2)2N 10 m //z =j N U LOW RIDGE PER S1.02 (3)2X4 X w I N � I (2)2X4 (3)2X4 POST UP I p BEARINGWALL TO RIDGE J`1'�'` � vJ E IO_R `1A FOR CEI ING JOISTS a (2)91/4"LVL CB = 2 2 10 0 2X8 CJ AT 16"O.C.TYPICAL UNLESS NOTED OTHERWISE - _ NoN (I1J+2K POST CONTINUOUS FROM x ROOF TO SECOND FLOOR N — - - — — — — — — - - IIIIII — — J JN 1/4"OPENAT 2J+1K N 6X6 PSL POST CONTINUOUS FROM zt (3)2X4 [� CJROOF TO SECOND FLOOR W rn _ Q C3" (2) 117/8"LVL RIDGE BEAM (3) 14"LVL RIDGE BEAM v CONTIN US 0 `r a,. 2X8 AT 16"O.C. U (3)9 1/4-LVL (3)2X6 N I POST UP TO RIDGE POST UP v � � (2)9 1/4"LVL TO RIDGE _ � EDGE OF GABLE ROOF 0 2J+1 K w O CURVED EYEBROW WALL O X N BEARING WALL FOR I 6X6 PSL POST CONTINUOUS FROM rn CEILING JOISTS rn N I I ROOF TO SECOND FLOOR � � CJ ��, `%r, 2X6 DOUBLE 2X BLOCKING AT CEILING.STRAP TO POST WITH w JPS' 0" +�o EXTERIOR _ _ I SIMPSON DTT2Z WITH 1/2"X 4"LONG LAG SCREW. 21, (2)2X10 WALL I TYPICAL(4)LOCATIONS E•-+ L-y! 1J+2K POST CONTINUOUS FROM O O f rF� I ROOF TO SECOND FLOOR �� O EXTERIOR I O WALL ALIGN WITH FIRST > FLOOR WALL ^J (3)2X4 I ~ w I I r Q I I Y I I I CJ I wca -fog I ry-y- w 9!! (2)-2X1 G- (2)-2X10 L - - - - - - - -- - - - - - - - - EDGE OF GABLE ROOF i r I � I I N I CJ HOLDOWN SCHEDULE I i DESIGNATION HOLDOWN ANCHOR BOLT HDI HDU4-SDS2.5 SB 5/8X24 HD2 HDU8-SDS2.5 S6 7/8X24 07/10/15 PRICING ISSUE HD3 HDU11-SDS2.5 SB 1X30 — — — — — — — — —— — — — — 02/18/16 PERMIT ISSUE TYPICAL HANGER SCHEDULE MEMBER SIZE HANGER 2X10 RAFTER LRU21 0ROOF FRAMING ON- 2X8(2)9 1/4"LVL SLOPED LSSU41SSU410 CJ LU26 2X8 CJ SLOPED L 2X10 CJ LU210 1 S E C O D FLOOR PLAN- (2) 210 2X10 VALLEY LSSU410 (2)2X12 RIDGE LU210 51. 3 SCALE 1/4" = 1�-� 12" : 4'-0" 9 1/2"TJI 230 IUS2.37/9.5 6" 2'-0" 8'-0" 11 7/8"TJI 230 IUS2.37/11.88 11 7/8"TJI 360 IUS2.37/11.88 NOTES: DATE: 03/19/2015 11 7/8"TJI 560 IUS3.56/11.88 1. INSTALL SIMPSON POST CAP AT RIDGE BEAM TO POST OR REQUEST ADDITIONAL SCALE: 1/4"=1'-0" (2)11 7/8"LVL HU412 STRAPPING DETAIL PRIOR TO CONSTRUCTION. (3) 117/8"LVL HHUS5.50/10 2. CEILING JOISTS FOR CURVED CEILING NOT SHOWN FOR CLARITY. OF NEW , PROD. #: 14025 M.sr, NON-TYPICAL � ROOF FRAMING ON HANGER SCHEDULE DESIGNATION MEMBER SIZE HANGER = s SECOND FLOOR PLAN La w "! O „LVL 410-SDS 2 2X10HUC210-2 065582 i `u ” �•�� C2 0 (2)11 7/8"LVL HU410 SKEWED ® (2) 11 7/8"LVL HUC412 �op9aFESSIO 6 3 1/2"X 9 1/2"PSL HU410SS WITH TITEN SS SCREWS U 3 9 1/4"LVL HUCQ610-SDS S1 * 03 ArmandLeGardeur A R C H I T E C T FASTENING SCHEDULE DESIGN DATA CONNECTION FASTENING LOCATION 7 West 22nd Street,3rd Floor I (3)8d COMMON,OR New York,New York 10010 BUILDING CODE USED: JOIST TO SILL OR GIRDER (3)3"x 0.131"NAILS TOENAIL Tel 212-581.2877 Fax 212.581.1976 RESIDENTIAL CODE OF NEW YORK STATE 2010(RC), BUILDING CODE OF NEW YORK STATE(BC), AND ASCE 7-05 BRIDGING TO JOIST (3)8d COMMON,OR TOENAIL EACH END V -, (3)3"x 0.131"NAILS ..� DESIGN PARAMETERS - WIND, SNOW, AND SEISMIC 16d(31/2 X 0.135 )16'O.C.,OR a SOLE PLATE TO JOIST OR BLOCKING " " TYPICAL FACE NAIL N 3"x 0.131'NAILS AT 16"O.C. pc SNOW DATA SOLE PLATE TO JOIST OR BLOCKING (3) 16d (31/2"X 0.135") 16",OR BRACED WALL PANELS to " AT BRACED PANEL (4)3"x 0.131'NAILS AT 16" ? 7. GROUND SNOW LOAD -RC of NYS-FIGURE R301.2(5) Pg=25 psf r (2)16d COMMON OR z V TOP PLATE TO STUD END NAIL Z /.f SNOW EXPOSURE FACTOR -ASCE-TABLE 7-2 Ce=1.0 a (3)3"x 0.131"NAILS Lu THERMAL FACTOR -ASCE-TABLE 7-3 Ct= 1.1 1 OCCUPANCY CATEGORY -ASCE-TABLE 1-1 CATEGORY II I STUD TO SOLE PLATE (4)8d COMMON,OR TOENAIL W o SNOW IMPORTANCE FACTOR -ASCE-TABLE 7-4 I = 1.0 (4)3"x 0.131"NAILS FLAT ROOF SNOW LOAD -ASCE-SECTION 7.3 Pf=20 psfOR a � WIND DATA a (2)16d COMMON OR END NAIL ^ 8 a (3)3"x 0.131"NAILS v > LL BASIC WIND SPEED -RC of NYS-FIGURE 301.2(4) 120 mph o o a a 16d(31/2"X 0.135") 24"O.C.ORN N ,.a D WIND IMPORTANCE FACTOR -ASCE-SECTION 6.5.5 I= 1.0 DOUBLE STUDS FACE NAIL Q " 4 q 3 OCCUPANCY CATEGORY -ASCE-TABLE 1-1 CATEGORY II 3"x 0.131'NAILS AT 8"O.C. CO LO w WIND EXPOSURE CATEGORY -RC of NYS-SECTION R301.2.1.4 B 11 1 1 DOUBLE TOP PLATES 16d(3 1/2"X 0.135")16"O.C.OR TYPICAL FACE NAIL INTERNAL PRESSURE COEFFICIENT -ASCE-FIGURE 6-5 +/-0.183"x 0.131"NAILS AT 12"O.C. W e o 0 o N VELOCITY PRESSURE -ASCE-SECTION 6.5.10 qz=28.7 psf MAIN WIND FORCE RESISTING SYSTEM-WIND PRESSURE -ASCE-SECTION 6.5.12.2 p=26.7 psf DOUBLE TOP PLATE LAPS (8) 16d COMMON OR LAP SPLICE (TOTAL WINDWARD AND LEEWARD-WORST CASE) (12)3"x 0.131'NAILS COMPONENT AND CLADDING-WIND PRESSURE -ASCE-SECTION 6.5.12.4 p=36.7 psf (3)8d COMMON BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE (3)3"x 0.131"NAILS TOENAIL SEISMIC DATA RIM JOIST TO TOP PLATE 8d AT 6"O.C. TOENAIL SEISMIC IMPORTANCE FACTOR: -ASCE-SECTION 11.5.1 1.0 3"x 0.131"NAILS AT 6"O.C. OCCUPANCY CATERGORY -ASCE-TABLE 1-1 II MAPPED SPECTRAL RESPONSE ACCELERATIONS, (2)16d COMMON TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (3)3"x 0.131"NAILS AT SHORT PERIODS,Ss: -BC of NYS-FIGURE 1613.5(1) 0.198 CONTINUOUS HEADER,TWO PIECES 16d COMMON 16"O.C.ALONG EDGE AT 1 SECOND INTERVAL,S1: -BC of NYS-FIGURE 1613.5(2) 0.055 SITE CLASS: -ASCE-SECTION 11.4.2 E SITE COEFFICIENTS, i CEILING JOISTS TO PLATE (3)8d COMMON (5)3"x 0.131"NAILS TOENAIL Fa: -ASCE-TABLE 11.4-1 2.5 Fv: -ASCE-TABLE 11.4-2 3.5 CONTINUOUS HEADER TO STUD (4)8d COMMON TOENAIL DESIGN SPECTRAL RESPONSE ACCELERATIONS, AT SHORT PERIODS,Sds: -ASCE-SECTION 11.4.4 0.331 CEILING JOISTS, LAPS OVER PARTITIONS (3)16d COMMON MINIMUM FACE NAIL AT 1 SECOND INTERVAL,Sd1: -ASCE-SECTION 11.4.4 0.129 (4)3"x 0.131"NAILS SEISMIC DESIGN CATERGORY -BC of NYS-SECTION 1613.5.6 C CEILING JOISTS TO PARALLEL RAFTERS (3)16d COMMON MINIMUM FACE NAIL BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD FRAMED SHEAR WALLS (4)3"x 0.131"NAILS DESIGN BASE SHEAR -ASCE-SECTION 12.8.1 EXEMPT PER RC OF NYS SECTION R301.2.2 RAFTER TO PLATE (3)8d COMMON TOENAIL SEISMIC RESPONSE COEFFICIENT -ASCE-SECTION 12.8.1.1 EXEMPT PER RC OF NYS SECTION R301.2.2 (3)3"x 0.131'NAILS RESPONSE MODIFICATION FACTOR -ASCE-TABLE 12.2-1 EXEMPT PER RC OF NYS SECTION R301.2.2BUILT UP CORNER STUDS 16d COMMON 24"O.C. ANALYSIS PROCEDURE USED -ASCE-TABLE 12.6.1 EXEMPT PER RC OF NYS SECTION R301.2.2 3"x 0.131"NAILS 16"O.C. w �. BUILT-UP GIRDER AND BEAMS 20d COMMON 32"O.C. FACE NAIL AT TOP AND BOTTOM Z 3"x 0.131"NAIL AT 24"O.C. STAGGERED ON OPPOSITE SIDES DESIGN LOADS (PSF) AND ~� 1.5r-+ (2)20d COMMON FACE NAIL AT ENDS LOAD ROOFING (3)3"x 0.131"NAILS AND AT EACH SPLICE r T Q O LOAD _oR_ SHEATHING FRAMING CEILING INSULATION TOTAL COLLAR TIE TO RAFTER (3)10d COMMON FACE NAIL }J� LOCATION FINISH {4)3"x 0.131"NAILS O ROOF 18 4 3 3 X X 32 JACK RAFTER TO HIP (3)10d COMMON TOENAIL a (4)3"x 0.131"NAILS w w s OR (2)16d COMMON FACE NAIL ATTIC 10 X X 3 3 2 18 (3)3"x 0.131"NAILS ! ROOF RAFTER TO 2X RIDGE BOARD (2)16d COMMON TOENAIL O SECOND FLOOR LIVING SPACE/BEDROOM 40/30 3 3 3 3 X 52/42 (3)3"x Oo1R1"NAILS (2)16d COMMON FACE NAILrnO BATHROOM 40 28 3 3 3 X 77 (3)3"x 0.131"NAILS JOIST TO BAND JOIST (3)16d COMMON (4)3"x 0.131"NAILS FACE NAIL O ROOF LIVE LOADS ARE ON THE HORIZONTAL PROJECTION.ROOF DEAD LOADS ARE PER UNPROJECTED SURFACE AREA LEDGER TO STUD (3) 16d COMMON (5)3"x 0.131"NAILS DEAD LOAD OF WOOD CLAD EXTERIOR WALLS BASED ON WOOD STUDS,GYP BOARD INTERIOR FINISH, PLYWOOD SHEATHING,WOOD SIDING. PLYWOOD STRUCTURAL PANELS: FACE NAIL: 6"O.C.AT PANEL EDGES SUBFLOOR(TO FRAMING) 3/4"OR LESS:8d COMMON AND AT DIAPHRAGM BOUNDARIES, 12"O.0 AT INTERMEDIATE ROOF AND WALL SHEATHING(TO FRAMING): 7/8"TO 1.25": 10d COMMON FRAMING MEMBERS. 4"O.C.TO ALL MEMBERS IN 48"PERIMETER ZONE ALONG EDGES OF ROOF. NOTES: 1. TYPICAL NAILING SHALL COMPLY WITH THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.SEE SHEAR WALL SCHEDULE FOR NAILING AT SHEAR WALLS. 2. UNLESS LISTED ABOVE OR ELSEWHERE ON DRAWINGS, NAIL DIMENSIONS SHALL BE 8d COMMON 2-1/2"X 0.131" 10d COMMON 3"X 0.148" 16d COMMON 3-1/2"X 0.162" 20d COMMON 4"X 0.192" 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE DATE: 03/19/2015 SCALE: AS NOTED of N e K, PROJ. #: 14025 M 5 Tq 1, DESIGN DATA •` AND FASTENING SCHEDULE r�F 065582S2 * 0 1 OA9GFE88►ONo,�. ArmandLeGardeur TOP OF FOUNDATION A R C HI T E C T WALL COAT ALL SURFACES OF STEEL ENCASED IN CONCRETE WITH 2 COATS I COLD GALVANIZED PAINT I STEEL COLUMN OR APPROVED EQUAL 7 West 22nd Street,3rd Floor 10"X 10"X 3/4"STEEL BASE PLATE New York,New York 10010 ° 0" 1/4-1 I i ON 12"NONSHRINK GROUT Tel 212.581.2877 Fax 212.581.1976 I EXTERIOR FACE p I t 12" EXTERIOR FACEQ ¢ .J p of m LEVELLING NUT. 12" �} � p w LEVELLING PLATES X X X X X X p X X-- = {/) a w TOP BARS WHERE ARE NOT PERMITTED ° ° I p a/ OCCURS.SEE p I ° . = W WALL SECTIONS T W d e p V ` I Q ° d N Z • •p • p ` '. •`J gQ d d p p. ' Q pd i - - �•e Q W ' d ° pd ° {� 1�A N p o 0" °° 12" WALL DOWELS $ p p --- - £ U ° d SEE PLANS+DETAILS • • a • d a p H 3 p INTERIOR FACE INTERIOR FACE • 4 • p • ° • a ° _ - -- p p d Z p p d p - -- 3"CLEAR t ° o pd d . pa d . ° p 1'-6"TYPICAL -- -- - v a-°' ch o iv p ° Q °d �1-_ - -- - - SEE PLAN FOR FOOTING SIZE 0 0 0 • • p' • 2 3"CLEAR AND REINFORCEMENT.BEAR Q X0.7 N 4 Q a ' 4 ° p d .° ° - - ON SOIL M AND UNDISTURBED 3 o u) -CIO) -I 'I OUTSIDE CORNER TEE-INTERSECTION INSIDE CORNER Z - BorroM BARs I = o o --- g ° ° p _ - PER WALL SECTIONS 3/4"ASTM F1554 ANCHOR BOLTS W t O d w p p° 4 - - -- - - WITH 6"LEG,EMBED 9"INTO CONCRETE w a p °_ �1 T T CONTINUOUS WALL cn • j . ------2 - ---' FOOTING HORIZONTAL REINFORCEMENT AT CORNERS ° - -- -- 2 X"T'MINIMUM FLAT AREA FIRM, UNDISTURBED PIPE/TUBE COLUMN OFFOUNDATION WALLS - BETWEEN SLOPED AREAS OR RECOMPACTED SOIL ND INTERSECTIONS - - - 3 ON SPREAD FOOTING- SCALES2.02 1" = 1'-0" T S2.02 SCALE 1" = 1'-0" 2 TYPICAL STEPPED WALL FOOTING_ INTERRUPT WWM INTERRUPT WWM SAW CUT 1/4 S2.02 SCALE 1" = 1'-0" AT JOINT AT JOINT THE DEPTH OF THE SLAB MINIMUM BEAM WIDTH S2 * 02 w 1 112"MAX. 114" 2" BOTH SIDES X�-X X�- X=a- —X �4' X X �C XX J OF FLANGE a ° ° / , . ° - ° .� ° rw (2)5/8"0 A36 ANCHOR BOLTS �STEEL BEAM PER LA EMBEDDED 8"MINIMUM CONTINUOUS ELASTOMERIC `-ry p EDGE OF FOUNDATION p 2"X 3"CONTINUOUS KEY SEALANT.RAKE FILLER OUT WALL BEYOND °. OF JOINT 1/2"DEEP AND CONSTRUCTION JOINT SAWN CONTROL JOINT INSTALL SEALANT AFTER SE THICK BASE PLATE 11" 12 1" SLAB CURES. a SEE PLAN CONSTRUCTION JOINTS SHALL BE FORMED WHEN SAW CUT CONTROL JOINTS SHALL BE SPACED AT 2X THE SLAB < d p° 44 Q �{ CONTINUOUS CONCRETE PLACEMENT IS INTERRUPTED FOR THICKNESS IN FEET(I.E.SLAB THICKNESS=5",JOINT SPACING=10-)EACH 30 MINUTES OR LONGER DIRECTION AND SHALL NOT EXCEED 15' PREMOLDED JOINT FILLER O LEVELING NUT IF DESIRED.LEVELING 1 1/2"NONSHRINK GROUT m p f••i•� PLATE NOT PERMITTED p a ° d ELASTOMERIC 1 1/2"CLEAR - p p 4 W ►-j SEALANT o �+ X (3)#4 AT 4"O.C.CENTERED p FOUNDATION WALL,SEE PLAN ° °a . UNDER BEAM WITH 135°HOOK FOR REINFORCEMENT F PROVIDE CHAIRS TO a . d � MAINTAIN REINFORCEMENT AT ELEVATION SHOWN CONCRETE SLAB GROUT POCKET SOLID BEFORE LOADING BEAM M O p w PER PLAN PREMOLDED JOINT CONTROL JOINT,SCORE WITH TROWEL 1 112"CLEAR p w 6"X6"W2.0 X W2.0 WWM FILLER z o TYPICAL STEEL BEAM POCKET LO SLAB ON GRADE 6X6 W2.0 X W2.0 WWF. 1-1/4"CLEAR FROM TOP. DETAIL A-A BEAM PERPENDICULAR TO WALL �..� X�X X ° X X�c--X GALVANIZED OR EPDXY COATED. EXPANSION JOINT 6 ° 4 X \\ , _o a " '/ �\ d Y ISOLATION JOINT SCALE 1" - 1'-0" - 52.02 4 p - CONTROL JOINTS - _.- WATERSTOP cgi) - - _ w KEYWAY COLUMN FOOTING 4"LAYER OF CRUSHED STONE 6"GRAVEL OR 10 MIL POLYETHYLENE VAPOR z M VERTICAL REINFORCEMENT CRUSHED STONE BARRIER. p � PER PLAN BELOW U ~ COMPACTED SUBGRADE m • • ° ° ° SLAB ON GRADE ISOLATION JOINT AT COLUMN ° ° a (IF SPECIFIED ON PLAN) NOTES: ° d 1. SPACE CONTROL JOINTS 5'-0" MAXIMUM. Q ° d�' a' NOTE: 2. SPACE EXPANSION JOINTS 15'-0"MAXIMUM a° a 07/10/15 PRICING ISSUE 1. ALL SLAB PANELS SHOULD BE APPROXIMATELY SQUARE. THE LENGTH SHOULD NOT EXCEED 1.5 TIMES THE WIDTH. 3. SEE ARCHITECTURAL DRAWINGS FOR OTHER JOINT LOCATIONS. 02/18/16 PERMIT ISSUE 2. SAW CUT CONTROL JOINTS SHOULD BE CUT WITHIN 4-12 HOURS AFTER CONCRETE HAS BEEN FINISHED. IF RAVELLING OCCURS DELAY 4. PLACE CRUSHED STONE ON UNDISTURBED SOIL OR ON GRANULAR FILL THAT IS FREE °• ° • a • SAWING.DO NOT DELAY BEYOND 12 HOURS. OF ORGANIC MATERIAL AND COMPACTED TO 95%OF MAXIMUM DENSITY AT c,,) 3. AT ISOLATION JOINTS, USE PREMOLDED JOINT FILLER SUCH AS ASPHALT IMPREGENATED FIBER SHEETING,COMPRESSIBLE FOAM STRIPS, OPTIMUM MOISTURE CONTENT.COMPACTION SHALL BE INSPECTED AS PER ASTM D-1557 OR OTHER APPROVED MATERIAL. 5.COVER AFTER INITIAL SET AND MOIST CURE FOR 3 DAYS MINIMUM. 4. FILLING OF CONTROL JOINTS WILL BE REQUIRED WHERE THERE ARE WET CONDITIONS, HYGIENIC AND DUST CONTROL REQUIREMENTS,OR 6. BROOM FINISH UNLESS OTHERWISE NOTED BY ARCHITECT 1-1/2" CONSIDERABLE TRAFFIC BY SMALL, HARD WHEELED VEHICLES. 5. SLAB TI GRADE SHALL O PLACED IN T CHECKER BOARD PATTERN AS DESCRIBED BELOW: ('-5EXTERIOR SLAB ON G A. OPTION 1 (WITHOUT CONTROL JOINTS):EACH SINGLE POUR AREA SHALL NOT EXCEED 900 SQUARE FEET AND EACH SIDE OF THE PANEL SHALL NOT EXCEED 30'-0"IN THE LONGEST DIMENSION. EACH SIDE OF THE PANEL SHALL HAVE A FORMED CONSTRUCTION JOINT. HORIZONTAL REINFORCING TO RUN B. OPTION 2(WITH CONTROL JOINTS): EACH SIDE OF THE PANEL SHALL NOT EXCEED 90'-0"IN A SINGLE POUR.EACH SIDE OF THE PANEL SCALE 1" - 1'-O" ADJACENT REINFORCEMENT 30 BAOUGH UNINTERRUPTED. LAP R SHALL HAVE A FORMED CONSTRUCTION JOINT.SAWN CONTROL JOINTS SHALL BE LOCATED IN A RECTANGULAR PATTERN AS 52.02 DESCRIBED ABOVE DIAMETER MINIMUM. 6. NO SLAB PANEL MAY BE CAST ADJACENT TO A PANEL THAT HAS BEEN IN PLACE LESS THAN THREE DAYS. 7. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW A PROPOSED SLAB CONSTRUCTION/CONTROL JOINT LAYOUT PLAN ALONG WITH PROPOSED METHODS FOR CONTROLLING SHRINKAGE CRACKING IN THE SLABS. CONSTRUCTION JOINT DATE: 03/19/2015 8. GRAVEL OR CRUSHED STONE SHALL BE PLACED ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95%OF MAXIMUM DENSITY SCALE: AS NOTED AT THE OPTIMUM MOISTURE CONTENT CONFORMING TO ASTM D-1557 rx IN CONCRETE WALL PROD. #: 14025 4 INTERIOR SLAB ON GRADE ,. . ,. �P�P�° - ST�ti SCALE 1" = 1'-0" SX.X S ALE 1-1/2 = 1 -0 CO�o `�J TYPICAL DETAILS S2.02 SHEET A NOTE: MAXIMUM POUR LENGTH FOR AJ FOUNDATION WALL IS 40'-0" �F G'65582 OA9afiE8 SiDNA� ArmandLeGardeur A R C H I T E C T 41 2. d d 3"X 3"X 1/4"PLATE ° da FOOTING OR PIER WASHER,TYPICAL A�C� � ,.�- POURED CONCRETE 1l4" PER PLAN SLAB PER 7"MINIMUM 44 ® STRUCTURAL NOTES MASONRY H MN PRESSURE TREATED a a SON Y C I EY SILL PLATE WITH 7 West 22nd Street, 3rd Floor ABOVE #4 TOP BARS AT SILL PLATE SEALER New York,New York 10010 0 12"O.C. EACH WAY 1/2"X 10"LONG Tel 212-581.2877 Fax 212-581.1976 ,�d�GP. ° °� w ALL AROUND ANCHOR BOLT d V 0 4 W 12"ALL U AROUND (� 5/8"THICK BASE PLATE a . cd UNLESS NOTED OTHERWISE Lu d OG W „ ON FOOTING OR PIER d I. a- a X X X X X—AJCCD a X I d a a � W 1'-8"MAX. . �',(�� CJS` a � - y;-J �` a a � ¢!" •� #4 DOWELS AT 16"O.C. r -J i- J / d V1f ' n 8 i r SHELF FOR VENEER AROUND PERIMETER _ d d a _ ° d d -� o ' cy-" a = J • • dQ • • _. ��" a vqq 3 ® 0 cel STEM WALL 'w -- _ n " 3 ". °co h 4) - a J co - __ f N N CONCRETE d W I' 0 0 N 3" SHELF FOR BEAMS FOUNDATION f WALL 4 BARS AT 12"O.C. HIGH WIND EACH WAY ON WALL IL TYPICAL CANTILEVER. TYPICAL FOOTING AT TYPICAL SILL PLATE 2 HEARTH SLAB 3 MASONRY CHIMNEY 4 CORNER CONDITION N SHELF FOR VENEER S2.03 SCALE 1 ' = 1'-0" 52.03 SCALE 111 = 1'-011 S2.03 SCALE 1" = 1'-011 1/4" 3" NOTES: ® STEM WALL 1. MINIMUM TWO ANCHORS PROVIDED FOR EACH SILL PLATE - --- - - -- — - d- 2.ANCHORS CENTER ON SILL PLATE WIDTH 0 a. d N SHELF FOR BEAMS r 1 COORDINATE SO BOLTS P=CONCENTRATED LOAD FROM BEAM OR COLUMN V ° AT 16"O.C. FIT BETWEEN JOISTS PROVIDE(4)ADDITIONAL BOLTS AS SHOWN v STEEL PLATE POST ABOVE PER PLAN 3" 0"-16" 16" 16" 4" 4" STEEL PLATE,SEE STEEL PLATE,SEE PLAN FOR SIZES PLAN FOR SIZES LVL BLOCKING MATCHING WIDTH TYPICAL P OF POST BETWEEN JOISTS C�- ON WALL AT CORNER ADDITIONAL BOLTS � � rW� � WEB BLOCKING Q F+ NN - 0 - -- -- - --- -- - 0- -®- - Oo ® - FLOOR JOISTS PER PLAN W Z STEEL PLATE FLUSH STEEL PLATE FLUSH `� ►� TYPICAL COLUMN BASE W a WITH BOTTOM OF LVL WITH BOTTOM OF LVL W SO BOTH BEAR ON SO BOTH BEAR ONU) I Z O ("T PLATE FOR HSS COLUMN a -_ -0 -- - ®- - - -- - ® - - - -® - - ® --- 0 -- -- - SUPPORT - -- SUPPORT it � 1 11 N � __ S2.03 SCALE 1 - 1 -0 LVL,SEE PLAN LVL,SEE PLAN ° P4 W FOR SIZE FOR SIZE ° TOENAIL LVL BLOCKING TO JOISTS W HOLE PATTERN IN STEEL PLATE SECTION SECTION 5/16"WEB STIFFENER 1/2"DIAMETER BOLTS WITH WASHERS O O w (2)3/4"DIAMETER BOLTS SHALL BE A307 OR CARRIAGE A325 BOLTS BOLTS OR A36 THREADED ROD (~�� NOTE: M O ALL HOLES 9/16" 5/8"THICK COLUMN TOP (`_5FLITCH PLATE BEAM LVL O WALL BELOW PLATE I S2.03 SCALE 1" = 1'-0" 1 1/2" I I 1 112" STEEL BEAM PER PLAN POST BELOW SUBFLOOR NOT SHOWN FOR CLARITY STUD WALL BEYOND.STRAP ACROSS TOP PLATE WHERE INTERRUPTED BY STEEL BEAM SEE I I STRUCTURAL NOTES I 6 POST TRANSFER AT FLOOR I 9/16"HOLE FOR THROUGHBOLT I I TOP OF COLUMN AND TO ADJACENT STUDS AT 52.03 SCALE 1-1 2i = 1'-0" MID-HEIGHT 4" 16" 16" LOAD"P" W—BEAM TO COLUMN CENTER ENDS OF BEAM AT COLUMN CENTERLINE 7 CONNECTION AT STUD WALL _T'd J1 ...11111....... 52.03 A 1- 2' - 1 - g O - - - - --- --- - - O - O - -- -O - - BEAM PER PLAN 07/10/15 PRICING ISSUE 4" 4" 02/18/16 PERMIT ISSUE a i W W FASTEN PLYWOOD TO NAILER M O SIMPSON CCO OR CCOQ WITH(2)8d(.131"X 2.5")NAILS LSL NAILER PER PLAN WITH O� 0 WELDED TO COLUMN. CCQ AT 8"O.C.TOE NAILED AT 45° (1)1/2"A307 BOLT AT 4'-0"O.C. USE ND O B M STAGGERED EACH SIDE OF WEB AT END OF BEAM OPTION: SIMPSON TB COLLATED SECTION SCREWS AT 16"O.C.STAGGERED TOP FLANGE HANGER (2)1/2"0 A307 THRU BOLTS WITH WASHERS ON NAILER,SEE PLAN AT 16"O.C.(2)BOLTS AT EACH END. 3/4"DIAMETER A307 I I I I THROUGHBOLT TYPICAL I I I I WHERE POINT LOADS"P"BEARS UPON THE I I 1/4" I I FLOOR FRAMING GANGED BEAM, PROVIDE(4)ADDITIONAL BOLTS, CHAMFER EDGES OF LVL DATE: 03/19/2015 PER PLAN SPACED AS SHOWN I I I BEAM FOR FULL BEARING SCALE: AS NOTED ON SADDLE SOF New PROD. #: 14025 LEAVE GAP FOR DO NOT COUNTER BORE HOLES FOR BOLTS. �Q� PFS Sr�z,09 �. ,• TYPICAL DETAILS POTENTIAL SHRINKAGE o� F� STEEL BEAM PER PLAN WHEN FRAMING WITH ELEVATION SECTION 7 � SHEET B S , �`�f -1 .f� DIMENSIONAL LUMBER � � . TYPICAL GANGED rgBEAM- 10 LVL ON STEEL PIPE/TUBE COLUMN �° °r�5828 STEEL BEAM WITH NAILERWOOD A�O��S,o�A� S2.03 SCA - /211 = 1'-0" S2.03 SCALE -1/2" _ '-011 S2.03 SCALE 1-1/211 = 1'-0" S2 . 03 ArmandLeGardeur A R C H I T E C T SIMPSON CS20 X 18"LONG STRAP TIES AT 16"O.C. BUTT 5"MIN. CONCRETE FOUNDATION HORIZONTAL JOINT 4S, WALL PER PLAN,8"MIN. fig° 4S° REINFORCEMENT (8)16d NAILS EACH PER PLAN SIDE OF BUTT JOINT o � 1- DOUBLE a 7 West 22nd Street, 3rd Floor PLATE TOP y' 4 ° a a o � a Q New York,New York 10010 q. I Tel 212-581-2877 Fax 212-581.1976 o = d - d a .,-' 3: z SIMPSON SSTB PER OUTSIDE FACE SIMPSON SSTB PER ig M7N PLAN INSTALLED AT OF WALL PLAN INSTALLED AT Lu _ 7M `r 45°TO WALL 45°TO WALL au V,y Zr , ROOF RAFTER (SEE PLAN FOR HEADER END CONDITION TYPICAL CONDITION t SIZE AND SPACING) PER PLAN W f a r 1 3/4"MINIMUM EDGE $ DISTANCE Z e, " r_ ROOF RAFTER TOP PLATE TOP REINF. °" ��, a o 0 PER PLAN " > a BUTT LENGTH OF EMBEDMENT a o ° JOINT ..; u N N a PER MANUFACTURERS CONCRETE " •. 4 4 3. SPECIFICATIIONS FOUNDATION WALL ` a o `° t h a W t^ 0o BUILT UP PER PLAN,8"MIN. -oM -o MAINTF4 F4 AIN 3"MIN.CLEAR MTS12 POST MSM b o FROM BOTTOM OF SIMPSON SSTB SIMPSON H2A o oFOOTING TO ANCHOR. PER PLAN o ° EVERY RAFTER THICKEN FOOTING --. WALL STUD IF REQUIRED. .-79- Op 0 T qN <F, SECTION STAMP AT END OF SSTB ° ° so, s °° I SIMPSON "SSTB" INSTALLATION ° S2.04 SCALE 1" = 1'-0" •;- DOUBLE STUD TOP PLATE TYPICAL POST PER PLAN.EDGE NAIL PLYWOOD PER OPTION 4: °° SHEAR SCHEDULE LSTA21 °°o, BUTT JOINT CENTERED I'® SIMPSON HOLDOWN LTP4 ON OPENING TIGHTEN ANCHOR BOLT ` PER PLAN PRIOR TO INSTALLING • pO SCREWS II''I® OPTION 3:MTS20 ,° u® SILL PLATE PER USE NYLON LOCKING NUT OR ASHEAR SCHEDULE OPTION 2:LFTA °° p —(8) 12d NAILS EACH THREAD ADHESIVE ON THE ANCHOR SIDE OF BUTT JOINT BOLT OPTION 1: n ►� °° v / 00 CS20 X 22"LONG FLOOR SHEATHING _ - ` ^j O ° 1.STEEL CONNECTORS BY SIMPSON STRONGTIE o W� (fes 2.CONNECTOR REQUIRED EVERY STUD FQ o W O 3.SELECT ONE OF FOUR OPTIONS SHOWN o o HEADER RIM WITH BLOCKING a o PER PLAN DIRECTLY BELOW SIMPSON"SSTB"ANCHOR POST ABOVE w W STUDBOLT.SEE DETAIL w Yj TYPICAL--,---*' YPICAL A307 THREADED ROD �--+ °° �Q COUPLED TO ANCHOR a BOLT PER PLAN Z d O w �BUILT UP o° a POST 1 4 TYPICAL HOLDOWN DETAIL 0 � � o° o ANCHOR BOLT PER° STRUCTURAL NOTES WITH 3"X3"X1/4"PLATE WASHER 52.04 SCALE 1" - 1'-0" PRESERVATIVE TREATED SILL PLATE PER STRUCTURAL NOTES,S2.1 G=p, Op M�ti�M SIMPSON LTP4 AT 48"O.C. a. SIMPSON CS20 a STRAP WRAPPED d UNDER SILL PLATE CONCRETE ° a EQ EQ FOUNDATION WALL CONTINUOUS TOP PLATE POST AT END OF ° ° HOEDOWN PER PLAN 1. STEEL CONNECTORS BY SIMPSON STRONGTIE INTERRUPTED BY HEADER SHEAR WALL PER PLAN ° ° 2.STRAP REQUIRED AT ENDS OF WALLS AND AT 4'-0"O.C.AND EACH SIDE OF 2 OPENING(WINDOW/DOOR)IN WALL. PLYWOOD NAILED PER 3.ALIGN STRAPS AT FLOOR LEVELS AND AT ROOF TO CREATE A DIRECT LOAD PATH S2,04 SCALE 1" = 1'-O" SHEAR WALL SCHEDULE 07/10/15 PRICING ISSUE HIGH WIND PLYWOOD SHEATHING A36 THREADED ROD. DIAMETER 02/18/16 PERMIT ISSUE TO MATCH HOLDOWN SPECIFICATION 1 WALL REINFORCEMENT. S2.04 SCALE 1" = 1'-0" 0 0 DRILL THROUGH CENTER PLY FLOOR JOIST PER PLAN LVL BEAM PER PLAN , . 03/19/2015 3 1/2"X 3 1/2"X 3/8"THICK SCALE: AS NOTED TO 2 2X POST TO 3 2X POST SHOLE AT CENTER TEEL BEARING PLATE. S BOLT DIAMETER+ 1DIAMETER ��OPIZOJ• #: 14025 p M. S P p 4 9 `' ° �`� � TYPICAL DETAILS •' _ SHEET C PLAN DETAIL - TYPICAL HOLDOWN ('__5SHEAR WALL HOLDOWN 6 BOVE LVL BEAM- 06=;582 S2.04 SCALE 3" = I 1-001 S2.04S2 * 04 S -1 211 - 11-011 A'QOF,ESSIONA ArmandLeGardeur A R C H I T E C T EDGE NAIL ROOF SHEATHING TO EDGE NAIL TO BEAM WITH 10d AT 6"O.C. RATED FLOOR/ROOF BEAM PER SHEARWALL SHEATHING. SEE SCHEDULE LVL BEAM PER PLAN RATED FLOOR/ROOF a STRUCTURAL NOTES 7 West 22nd Street, 3rd Floor SHEATHING. SEE NAIL PLYWOOD. EXTEND PLYWOOD New York,New York 10010 STRUCTURAL NOTES 10d AT 4"O.C.ALONG SHEATHING PAST TJI PER PLAN Tel 212-581.2877 Fax 212.581-1976 JOIST/RIM TO PLATE: SOLID BLOCKING IN LENGTH OF SHEARWALL TOP PLATE,NO SIMPSON LTP4 AT 16" FIRST BAY AT 4'-0"O.C. BREAKS SPACING. NAIL PLYWOOD TO BLOCKING EDGE NAIL TO TOP FLANGE TJI CONTINUOUS DOUBLE HANGER BY SIMPSON '" ROOF/FLOOR JOIST o 1% W ". 2X TOP PLATE PER \\ \ \ ° SCHEDULE ROOF/FLOOR JOIST ? . CONTINUOUS TOP PLATE °° EDGE NAIL SHEATHING PER �� \J CONTINUOUS TOP PLATE W o ° SHEAR WALL SCHEDULE EDGE NAIL SHEATHING PER SHEAR WALL SCHEDULE SHEARWALL PER PLAN r� ° AND SHEARWALL �P. JOIST/RIM TO PLATE: SCHEDULE z s Y I SOLID BLOCKING AT SIMPSON LTP4 AT 16" INTERIOR WALL(SHOWN) SPACING. NAIL PLYWOOD. ° OR CONTINUOUS RIM CAS " 10d AT 4"O.C. % e p o > LL a AT EXTERIOR WALL. ALONG LENGTH o o ° o OF SHEARWALL ° 2X STUDS AT 16"O.C. ° 2X STUDS AT 16 O.C. co co Q WEB STIFFENER p1 .„ � EACH SIDE OF JOIST ° C-) 0 W�.I 'O U' N N a ° SOLID JOIST(NOT TJI) ° SECTION AT BLOCKING AT PANEL OR RIM. (SEE PLAN) ° BLOCKING AT PANEL EDGES(ABUTTING MEMBER) EDGES(ABUTTING MEMBER) 3 TOP OF WJOIST/RIM TO PLATE: PER SHEARWALL SCHEDULE JOIST/RIM TO PLATE: PER SHEARWALL SCHEDULE SIMPSON A35 ON FAR SIMPSON A35 ON FAR AT 16”SPACING. SIDE AT 16"SPACING. ° � �� S2.05 1-1 = 1 -0 BLOCK BEHIND ALL BLOCK BEHIND ALL PLYWOOD PANEL EDGE PLYWOOD PANEL EDGE ABUTTING MEMBERS(WHEN PLYWOOD ° ABUTTING MEMBERS(WHEN PLYWOOD PANELS ABUT ON FRAMING MEMBERS) PANELS ABUT ON FRAMING MEMBERS) POST PER PLAN AT SEE SHEARWALL SCHEDULESEE SHEARWALL SCHEDULE POST PER PLAN AT END OF SHEARWALL, END OF SHEARWALL, COORDINATE WITH COORDINATE WITH HOLDOWN LOCATION. HOLDOWN LOCATION. EDGE NAIL SHEATHING EDGE NAIL SHEATHING ° TO POST. TO POST. ° 2X RAFTER CONTINUOUS OVER WALL WHEN RAFTERS ARE PARALLEL TO WALL 10d AT 4"O.C. m ° m (SHOWN).WHEN RAFTERS ARE HOEDOWN PER PLAN, HOEDOWN PER PLAN, OPTION A: URP� m SEE TYPICAL HOLDOWN �RP� 0 SEE TYPICAL HOLDOWN PERPENDICULAR BETWEEN RAFTERS PROVIDE OVER WALL SIMPSON LTP4 AT 16"O.C.NAIL TO BLOCKING EDGE NAIL TO ABUTTING MEMBERS T DETAIL. EDGE NAIL TO ABUTTING MEMBERS ° DETAIL. RAFTER AND TOP PLATE AND ANCHOR AS SHOWN TRIAG' T ° TRS or ROOF OR 0 I`0 O O'Vi � I FLOOR w ORA 000 �T TURA E� UT Q z 0G� R R G RSG T ROR TR T 0 T p ~ � 0 5 ° 5 0 Ov" ° 00 o" � OPTION B E�^� Eo Uf ° SILL PLATE PER SIMPSON A35 RAFTERS PARALLEL TO WALL:SOLID BLOCKING U� ° ° SILL PLATE PER R G SHEARWALL SCHEDULE AT 16"O.C. ONE BAY EACH SIDE OF WALL AT 4-0 O.C. Z C PAINT PLYWOOD ON INTERIOR R R G SHEARWALL SCHEDULE PAINT PLYWOOD ON INTERIOR R 10d AT 4"O.C. C SHEAR WALLS ON BOTH SIDES OF 0 SHEAR WALLS ON BOTH SIDES OF 0 PANELS WITH TEXT AS SHOWN ° ° PANELS WITH TEXT AS SHOWN 0 10d AT 4"O.C. P-4 P4 P) EDGE NAILING PER PLYWOOD- ° ° EDGE NAILING PER CONTINUOUS DOUBLE w SEE SHEARWALL SCHEDULE ° PLYWOOD- 2X TOP PLATE _ STAGGER HORIZONTAL JOINTS SHEARWALL SCHEDULE SHEARWALL SCHEDULE SEE SHEARWALL SCHEDULE ° F--q STAGGER HORIZONTAL JOINTS SHEAR WALL,SEE PLAN O C FIELD NAILING PER FIELD G PER SHEARWALL SCHEDULE SHEARWALL SCHEDULE 1/2"PLYWOOD SHEATHING ~� WITH FACE GRAIN VERTICAL. DGE NAILING PER ° DGE NAILING PER BLOCK BEHIND ALL HORIZONTAL SHEARWALL SCHEDULE SHEARWALL SCHEDULE PANEL EDGES. SEE PLAN FOR TYPICAL SHEARWALL DETAIL ISOMETRIC- TYPICAL SHEARWAILL DETAIL ISOMETRIC- NAILING SCHEDULE. O 1 WALL 2JOISTSPARALLEL TO WALLJOISTS PERPENDICULAR TO „ _ „ ; INTERIOR SHEARWALL .05 w '�!.J05SCALE 1 - 1 -0 S2SCALE 1 - 1 0 4 CONNECTION TO FLOOR OR ROOF I "'!�J-05SCALE 1 it = 1'-0" PLYWOOD SHEATHING NOTE: E=EDGE NAILS=NAILS AT SEE PLAN FOR HOLDOWN LOCATIONS. J / EDGES OF PLYWOOD PANELS DIAPHRAGM OPENING HOLDOWNS NOT SHOWN HERE FOR CLARITY F=FIELD NAILS=NAILS AWAY FROM loo� EDGES AND ALONG RAFTER LINES < / 07/10/15 PRICING ISSUE / // / / / / // J // 9� 02/18/16 PERMIT ISSUE / / I s // �/ ,,/ /�// / / /// / RIDGE BEAM / // / METAL TIE 16 GA.x 1 1/2"x 4'-0" // //�// I • • - /// // /�// // EDGE ZONES MIN., (4)TOTAL W/(16) 16d //i J� // / //i // E:8d AT 6"O.C. DATE: 03/19/2015 COMMON NAILS AS SHOWN / / // �'' I �// / F:Sd AT 6"O.C. SCALE: AS NOTED A -OR- // / y/i/ // Fpc�:o � ELSEWHERE ��OFf PROJ. #: 14025 METAL TIE 16 GA.x 1 1,/2"x / /i/ / NEW (OPENING WIDTH+4'-0")MIN.,(2) �� // /// Z C� E:8d AT 6"O.C. TOTAL W/(24) 16d COMMON NAILS �F kid F:8d AT 12"O.C. c:0 p�� STAy�F9'� TYPICAL DETAILS SHEET D ✓sF 065582 5 OPENING IN HORIZONTAL DIAPHRAGMS r6PLYWOOD ROOF SHEATHING NAILING- FES '%0NA�, S2.05 SCALE 1/2" = 1'-0" S2.05 SCALE 1/4" = 1'-0" ArmandLeGardeur A A R C HI T E C T SIMPSON LTP5 AT 2'-0"O.C. EDGE OF PLYWOOD PLYWOOD SHEATHING ON OUTSIDE FACE AND SHEATHING,TYPICAL RIM BOARDS IM JOIST, BEAM, OR BLOCKING IF SIMPSON A35 AT 2'-0"O.C. APPLICABLE ON INSIDE FACE TOP PLATE 7 West 22nd Street,3rd Floor RIM BOARD /8"MAXIMUM WOOD SHIM New York,New York 10010 WITH SDS 114"X 3-1/2"SCREWS. Tel 212.581.2877 Fax 21M81.1976 FOR SHIMS GREATER THAN 7/8" PLYWOOD SHEATHING 114'HOLES TO ATTACSEE 5/SSW2 OOO ATTACH TOP OF WALL OPTIONAL BLOCKING OR FRAMING V �•TO TOP PLATES WITH t� I"; SDS 114"X 3-1/2"SCREWS Lu Lu (2)2X TOP PLATE (PROVIDED) SOLID BLOCKING AT PRE-ATTACHED ¢pw EDGE OF SHEATHING,' WOOD STUDS STEEL PANEL TYPICAL 2'-6" N. -4"MIN. '-4"MI 2'- "MIN. W - OPTIONAL PILOT HOLE o HOLES DRILLED IN ?W- . N z STUDS FOR WIRINGZ l; z z SIMPSON CS14 STRAP ON EACH SIDE OF WALL o 0 0 0 0 0° r 0 0 _ PREFABRICATED HOLES IN STEEL SIMPSON CMSTC16 STRAP CONTINUOUS OVER SIMPSON CMSTC16 STFAP PLYWOOD SHEATHING ADDITIONAL 1-118"0 HOLES O O O O d) f PLYWOOD SHEATHING MAY BE DRILLED THRU PANEL. (VARY WITH EACH MODEL) 0 LL TOP PLATE AND DOWN OPPOSITE SIDE OF POST CONTINUOIUS OVER TOP FLOOR JOIST PER PLAN WOOD STUDS AT ANY HOLE ADDITIONAL CUTTING OF STEEL 0 0 ° PLATE AND(DOWN OPPOSITE LOCATION MATCHING AN O O O O WALL OR ENLARGING OF EXISTING a �..." Oi 4 4 -7 HOLES NOT PERMITTED 3 SIDE OF POST OBROUND HOLE IN STEEL .3 atoq PANEL FLANGE a o W 6 0 (7 0 cv 3 LSL RIM BOARD DOUBLE 2X ELECTRICAL BUSHINGS ADDED BUILT UP POST ° ° o AT ALL ROUND MECHANICAL HOLES SIMPSON LTP5 OPENING (2)2X TOP PLATE DOUBLE 2X DOUBLE 2X DOUBLE 2XC 51 BUILT UP POST BUILT UP POST 11 BUILT UP POST SIMPSON A35 w PLYWOOD SHEATHING U U 00 a) BLOCKING AT OF H NG ND — — — — — X SX.X �--EDGE OF SHEATHING T SINGLE-STORY SIMPSON CMSTCI6 STRAP o 2 SSW ON CONCRETE r SSCALE 1" = 1'—p" L SIMPSON CMSTC16 STRAP z SIMPSON CMSTC16 STRAP CONTINUOUS UNDER SIMPSON (CMSTC16 STR) z_ z SILL PLATE AND UP OPPOSITE SIDE OF POST CONTINUOUS UNDER SIL z � � PLATE AND UP OPPOSITI BLOCKING AT END ° SIMPSON CS14 STRAP ON EACH SIDE OF WALL o SIDE OF POST OF CURVED SHEATHING I vi All y z —Al PLYWOOD SHEATHING SIMPSON 2'-6' IN. 1' "MIN. F- '-4"MIN 6"MIN. SIMPSON HDISDS2.5 NAILS PER SHEARWALL Q �+ HDU4-SDS2.5 SCHEDULE SIMPSON HOEDOWN LL 5/8"0 THREAD ROD _ = LL PLYWOOD SHEATHING 2X BOTTOM O 5/8"0 THREADED ROD U BOTTOM PLATE w Q PLYWOOD S!-r'HING FLOOR JOIST PER PLAN NAILS PER SHEARWALL j SCHEDULE RIM BOARD SIMPSON ANCHOR BOLT [--� RIM BOARD O w F� SILL TE M O SIMPSON A35 i 2 #5 TOP BARS CONTINUOUS 2X SILL PILATE WITH 1/2"� LAP T-3". PLACE 2"CLEAR SIMPSON SST620 ANCHOR BOLT WITH 2-1/; FROM TOP AND SIDES ANCHOR BOLT SIMPSON A35 AT 2'-0"O.C. A 90°HOOK AT END,EMBEI 0 ON INSIDE FACE a INTO CONCRETE. LOCAT ° a CONCRETE BOLTS NOT MORE THAN FOUNDATION WALL FROM CORNERS AND V-C. 4 a SIMPSON SSTB20 ° a ANCHOR BOLT a a 1 TYPICAL PERFORATED SHEARWALL DETAIL- � S!_06 SCALE 1" = 1'-0" SECTION A-A 1"MIN, TYP. FASTEN PLYS TOGETHER WITH 1/2"PLYWOOD SHEATHING BETWEEN 16d COMMONS AT 16"O.C.ALONG 2X HEADER PLYS SHALL MATCH EACH EDGE OF BEAM (HEADER DEPTH AND EXTEND FULL + + 16d NAILING. SEE SIDE 07/10/15 PRICING ISSUE WIDTH OF SSW, MINIMUM. VIEWS FOR SPACING 02/18/16 PERMIT ISSUE INSTALL SDS 1/4*X 3-1/2"SCREWS ° ° °III j ° ° ° III HORIZONTALLY THROUGH LVL OR INSTALL SDS 1/4"X 3-1/2" 2X HEADER PLYS. (4)TOTAL FOR SCREWS. SEE SIDE VIEW SSW12, (6)TOTAL FOR SSW15, " " FOR NUMBER&SPACING . . . SDS 1/4 X 3-1/2 SCREWS (SCREWS BY INSTALLER) SSW18,SSW21 AND SSW24 PROVIDED WITH WALL tt STEEL STRONG-WALL SDS 1/4"X 3-1/2"SCREWS (SSW18 SHOWN) PROVIDED WITH WALL t9_1__�SSW SIDE VIEW SWW WITH MULTI-PLY HEADER SWW MULTI-PLY HEADER CROSS SECTION DATE: 03/19/2015 SCALE: 1"=1'-0" 3 FIRST FLOOR AT WOOD FRAMING OF NE . s , PROD• #: 14025 0 S2.06 SCALE 1 — 1 -0 ��; - TYPICAL DETAILS NOTE: _ TP SHEET E MULTI-PLY HEADERS MAY BE USED WITH STEEL STRONG WALL FOR WIND DESIGNS p R N SEISMIC ZONES 1-3 UBC OR SEISMIC DESIGN CATEGORIES A-C IBC&IRC)ONLY O I S (UBC) ( "cP � oss5a2 S2 * 06�OA9QFESStONA w ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor WINDOW SILL PLATE New York, New York 10010 ✓�- WINDOW SILL PLATE 2X6 FOR LENGTIH<4'-0" Tel 212-581-2877 Fax 212-581-1976 2X6 FOR LENGTH<4'-0" (2)2X6 FOR LENiGTH>4'-0"BUT<8'-0" (2)2X6 FOR LENGTH>4'-0"BUT<8'-0" V r W W Z 2X6 SHEATHED STUD WALL Z W , �k R L L BLOCKING BETWEEN JOISTS TJI OR LSL BLOCKING BETWEEN JOISTS 2X6 SHEATHED STUD WALL I TJI O S 16d AT 16"O.C. 16d AT 16"O.C. 2X4 PT SILL PLATE 2X4 PT SILL PLATE 8d PER SCHEDULE SDWS22500 SCREWS AT SHEAR WALLS SDWS22500 SCREWS AT SHEAR WALLS W ° PLYWOOD SHEAITHING PREMOLDED COMPRESSIBLE PLYWOOD SHEATHING Sd PER SCHEDULE PLYWOOD SHEATHING 8d PER SCHEDULE JOINT FILLER FLOOR FRAMING PER PLAN. FLOOR FRAMING a R UPPER 2X6 SILL BEAR 3"MINIMUM. UPPER 2X6 SILL REINFORCEMENT PER PLAN PER PLAN f . -o a ILL PLATE PER LOWER SILL PLATE PER SLAB ON GRADE PER PLAN a N V Q 4 v LOWERS STRUCTURAL NOTES STRUCTURAL NOTES TJI JOIST PER PLAN - 3 N US ° (1)#5 TOP BAR CONTINUOUS, TL °(1)#5 TOP BAR CONTI UO ,LAP 2'-3". PLACE 2"CLEAR LAP 2-3". PLACE 2"CLEAR TJI BLOCKING AT 48"O.C.FROM TOP AND SIDES Xq X X-n— ° W e � .o � N NFROM TOP AND SIDESa ° a q a } �/ — - a v (2)#5 TOP BARS CONTINUOUS, a a (2)#5 TOP BARS CONTINUOUS, STONE VENEER PER LAP 2BACKFILL WITH '-3". PLACE 2"CLEAR STONE VENEER PER LAP 2'-3".PLACE 2"CLEAR ' • q ARCHITECTURAL DRAWINGS q ARCHITECTURAL DRAWINGS FROM TOP AND SIDES FROM TOP AND SIDES CRUSHED STONE a a ANCHOR BOLT AT 4'-0"O.C. JANCHOR BOLT AT 4'-0"O.C. q SHELF FOR SLAB ON GRADE SHELF FOR JOISTS SHELF FOR JOISTS SHELF FOR SLAB ON GRADE q ° a v a SHELF FOR STONE VENEER SHELF FOR STONE VENEER a ° CONCRETE CONCRETE as ` .a d as a FOUNDATION WALL FOUNDATION WIALL d a q q v. q q a a v a FOUNDATION DRAIN q v #4 DOWEL AT 2'-0"O.C. SEE A-DRAWINGS a PREMOLDED COMPRESSIBLE JOINT FILLER SECTION AT W POROUS, GRANULAR ° BACKFILL 6X6 W2.0 X W2.0 WWM N ° IrfPLACED 1"CLEAR FROM TOP 2 SECTION 3 TRANSITION TO TERRACE- T.O.SLAB PER PLAN S3.01 SCALE 1" = 1'-0" S3.01 SCALE 1" = 1'-0" q ' X X X a `n SEE DETAIL IIS3.01 FOR SEE DETAIL 1/S3.01 FOR Q _ Y a BALANCE OF INFORMATION BALANCE OF INFORMATION Z O io O P4 W ° - a 3"CLEAR (3)#5 BOTTOM BARS `G ° v • 4 I I I I � CONTINUOUS, LAP 1'-10" >d ° I I I I O w O " I I TUBE:COLUMN I TUBE COLUMN M PER PLAN I PER PLAN 2X P-17 BLOCKING BEMEEN JOISTS I 2X PT BLOCKING BETWEEN JOISTS O FLO1NDATIONWALL SECTION - TYPICAL I I LINE(OF INTERIOR I I LINE OF INTERIOR Fou I I LINE(O FRAMING I I FLOOR FRAMING 314"THICK X 7"X 10"LONG I ( 3/4"THICK X T'X 10"LONG I I 53.01 SCALE 1" = 1'-0" STEEL BASE PLATE 1" I WOOID DECKING STEEL BASE PLATE 1I I WOOD DECKING 2 I I PT FLOOR FRAMING 2 I I PT FLOOR FRAMING BLUESTONE LEDGE I I PER PLAN BLUESTONE LEDGE I I PER PLAN .Q qr FLOOR JOIST PER PLAN 7. STONE VENEER PER • STONE VENEER PER • BLOCKING AT 48"O.C. ARCHITECTURAL DRAWINGS L ARCHITECTURAL DRAWINGS - L J/ SIMPSON LTP4SSAT48"O.C. SIM PSON LTP4SS AT 48"O.C. n ° a4 1\ 2X4 PIT SILL PLATE WITH *4 2X4 PT SILL PLATE WITH 1/2"STAINLESS STEEL 1/2"STAINLESS STEEL a ANCHOR BOLT AT 4'4"O.C. a ANCHOR BOLT AT 4'-0"O.C. m CHANAFER WALL AT 4'-0",OPPOSITE CHAMFER WALL AT 4'-0",OPPOSITE OF AINVCHOR BOLT,FOR DRAINAGE OF ANCHOR BOLT,FOR DRAINAGE SHELF FOR STONE VENEER a v q SHELIF FOR JOISTS SHELF FOR STONE VENEER 4 ° 4 SHELF FOR JOISTS 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE 4 4 CONCRETE CONCRETE °d FOUNJDATION WALL a FOUNDATION WALL °d a d q " q q . (2)3/41"GALVANIZED THREADED ROD WITH (2)3/4"GALVANIZED THREADED ROD WITH a NUT PNND WASHER EMBEDDED INTO CONCRETE a NUT AND WASHER EMBEDDED INTO CONCRETE lj\ Q .° d .° (`_4SECTION AT COVERED, PORCH 5 SECTION AT COVERED PORCH- SCALE 1" = 1'-0" S3.01 SCALE 1" = 1'-0" DATE: 03/19/2015 SCALE: 1"=1'-0" SEE DETAIL 1/S3.01 FOR SEE DETAIL 1/S3.01 FOR PROD. : 14025 BALANCE OF INFORMATION BALANCE OF INFORMATION OF NEW , P'( Pip t . STq; 09 e`� FOUNDATION SECTIONS �•� z SHEET A 06 82 ��a\ A�gOFESS10N �. ArmandLeGardeur A R C H I T E C T REINFORCEMENT PER PLAN 1"CLEAR SLAB ON GRADE 7 West 22nd Street, 3rd Floor PER PLAN New York,New York 10010 Tel 212-581-2877 Fax 212-581-1976 - FF WALL BEYOND 2"BLUESTONE 6X6 W2.0 XW2.0 WWM PLACED 1"CLEAR X--X X . X X FROM TOP WATERPROOFING BETWEEN ° VENEER AND WALL FRAMING dLu CHAMFER EDGE BY OTHERS ° d W X d (1)#5 TOP BAR CONTINUOUS, Z �S STONE VENEER. ° - 2'1 CLEAR W t DSEE ARCHITECTURAL FROM TOP AND SIDES -- - - X X X X o X DRAWINGS FORTIES x N (2)#5 TOP CONTINUOUS - °a > ° a LAP 2'-3".PLACE 2"CLEAR P 2X4 KEY WAY ° . D — FROM TOP AND SIDES - a N Q Q 5 CO 00 ` a o v h W #4 AT 2'-0"O.C. SHELF FOR STONE VENEER -o CD c4 c4 d o o 0 � D z ZD ' N D M O D � D O � � p , n r o ° (3)#5 BOTTOM,CONTINUOUS ^p D LAP 2'-3".PLACE 3"CLEAR ° FROM BOTTOM AND SIDES d = 3" CLEAR < d ° r T J SEE PLAN SEE PLAN v (3)#5 BOTTOM, CONTINUOUS LAP 2'-3". PLACE 3"CLEAR io L d ° ` FROM BOTTOM AND SIDES SEE PLAN - - -- - - 3"CLEAR Q NIL SEE PLAN - - - SEE PLAN- _ - -- w - SEE PLAN U 1 co TYPICAL SECTION AT OPENING- r2 - TOP OF WALL SECTION AT PORCHES- SCALE 1" 1'-0" .02 SCALE 1" 1'-0" cn .02 � Z O O ww Hz 0 Oz w ONP4 ►-a M o 0 w 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE DATE: 03/19/2015 SCALE: 1"=1'-0" OF EW N PROD. #: 14025 , P�pF`a U. S rqZ 09 FOUNDATION ' SECTIONS • '� � az � SHEET B 065582S3 * 02 �2 oA9QFES 510Nav ArmandLeGardeur A R C H I T E C T 7 West 22nd Street, 3rd Floor New York, New York 10010 Tel 212.581.2877 Fax 212.581-1976 EXTERIOR WALL ABOVE EXTERIOR WALL ABOVE '- Vf PLYWOOD SHEATHING PLYWOOD SHEATHING ^ 8d AT 6"O.C. W W ., 8d AT6"O.C. Z C" 2X LEDGER, FASTEN PER PLAN t a 2X LEDGER Z Ey SIMPSON HANGER WITH SCREWS W SIMPSON HANGER WITH SCREWS PLYWOOD SHEATHING W ` PLYWOOD SHEATHING GLUE AND NAIL Z a D X ROOF RAFTERS PER PLAN ROOF RAFTERS PER PLAN > a CN 04 CO CO RIM BOARD PER PLAN RIM BOARD PER PLAN Q3 = o o a � yv 3 W oC� c� c' PLYWOOD SHEATHING PLYWOOD SHEATHING FLOOR FRAMING FLOOR FRAMING PER PLAN PER PLAN 8d AT 6"O.C. 8d AT 4"O.C. RIM/BLOCKING 0 0 0 I I w I I o 0 0 2X i i LVL BLOCKING UNDER LVL BLOCKING UNDER V CEILING JOIST WALL ABOVE I I WALL ABOVE SIMPSON U-HANG CURVED TOP PLATE I I I I 2X BLOCKING I I ADDITIONAL LVL PER PLAN i� -POSTBEYOND (6) 8d NAILS HANGER ADDITIONAL LVL PER PLAN CURVED HEADER I I I I PER PLANLEDGER, FASTEN PER PLAN 8d AT 6"O.C. I I PER PLAN in r--a -I I STUD WALL BEYOND 2X LEDGER, FASTEN PER PLAN DOUBLE 2X6 TOP PLATE STUD WALL BEYOND1.5 2X6 CURVED PLATEI I V GLUE AND SCREW I I WITH S N HANGER I I WITH SCREWS O I SIMPSON A35 CLIP 1 2 o Ow SECOND FLOOR/LOW ROOF SECTION AT BAY SECOND FLOOR SECTION AT DORMER S4.01SCAL - - 1 - 2'S4.01 AL 1-1 = 1'-00--4 0--� MO 2X TOE STUD WALL O PLYWOOD CONTINUOUS SHEET PLYWOOD SHEATHING FROM EAVE BACK UP SLOPE. GLUED AND NAILED. PLYWOOD 16d AT 6"O.C. }� SHEATHING LEDGER, FASTEN PER PLAN SIMPSON HANGER WITH SCREWS RIM PER PLAN (5)6d NAILS 0 0 0 BLOCKING--_ 0 0 SOLID BLOCKING SOLID BLOCKING 07/10/15 PRICING ISSUE 02/18/16 PERMIT ISSUE JOISTS PER PLAN SIMPSON A35 WITH SCREWS HEADER PER PLAN DATE: 03/19/2015 SCALE: 1-1/2"=1'-0" of: NEW PROD. #: 14025 P�PFa t'a. S r,�ti!o9 SUPERSTRUCTURE 3 SECTION AT EXTERIOR DECK � _ � SECTIONS S4.01 SCALE 1-1/2 = 1'-0" u SHEET A A✓�' 085582 F S4 * 0 1 OA9�FESSiONA�. Y °\ ArmandLeGardeur A R C H I T E C T E I =#: OUADRUPLEX ELECTRICAL RECEPTACLE 7 West 22nd Street,3rd Floor I =01: DUPLEX ELECTRICAL REGE'PTAGLE New York, New York 10010 I ==0= DUPLEX ELEG. REG. - HALF 5WITGHED Tel 212.581.2877 Fax 212.581.1976 U I =�" GROUND FAULT INTER. ELEG. REG. I —e 51 NOLE APPLIANCE ELEC. RECEPTACLE -opo- PLUGMOLD STRIP I '- "� COM BO TELEPHONE/DATA JACK :i COAXIAL GABLE JACK ► 6 COMPUTER DATA JACK . I I. ® FLOOR BOX W/ DUPLEX RECEPTACLE III � SWITCH �I �� FAN SWITCH s\ ,6%D DOOR SWITCH --------la-------------- 1 , \�� .. .. .. •• \; -- DIMMER 5WITGH i iI 1, ' ., '' I I _ • It 0 REGE5SED CEILING LIGHT FIXTURE (WET LOG.) I \ — !, ; , �% \'x �' 1, . ❑ RECESSED GEILING LIGHT FIXTURE •• , ' /- •,,;�,>,� /\ ( } � ; , , " •' C'1' ,' I _ 1 <0> RECESSED GEILING WALL WASH LIGHT FIX. .. •• •• ai.r,, 'ff 4 ;`,f J;/ i f # {3 o , r'.:�^{ t :. ` i \ .. `\ , f . .._. z i„ f,J. 'ff Jj, r( ..&\, 1, C- 1 \� \. / 14 t t l\ •� , ' , -- \ ` \ I OO SEMI-RECESSED GEILING LIIGHT FIXTURE r ,:' j ,...J i" r `r Ir`. ` ,"r , >J � L, .\ \ - ,.� a` , i t " t,/ � 'J rJ' - 1'1 ) 1 , F <\.,,;""',//,f,,^ /1"', -J f'r, -`- � ;_._'__ ' IGHT FIXTURE f' 1f` — SURFACE MOUNTED GEILI L 1 11 r,. NG r, � � ! ; , " � I -11- � �, / J _.^ _..._ ';;f ,"� - ;/;','• '/ , _..._ __....._.. _ t, - ,`y / PENDANT MOUNTED GEILING LIGHT FIXTURE .,I-, r ; _ _. ._.._ m.... .,r J r / I 1, � _ -_....- ,. ._...... .. _..... _ v , I + ,,. J _ -- I/ ��''•�_ , ' , 't', 1;' `j,', 'jtr/,/;`'j' ��_ _ . �,: // -�-- RECESSED WALL LIGHT FIXTURE .� :`,J, tib r .f' , •r`r,j': fJi',.r/ r,; ,f,J :t•,'..�,rj'I,^ X15,__ ,r, `frt,'J ',J'JriJ'`' :i'' l' ,"�%lI/ t% , ,fJ• /. / / rf Jt`'r;', ' If 'J f`., I. _ - j t / I SURFACE MOUNTED WALL LIGHT FIXTURE / f;'f ',rJ,-r. r ,l; r' r<, tit• .r fr,r,tj, J 'j' ,j�'t Y,r; f' ,'' / \ •J, / f f �r ',J ft, `rfr ,, ;j tfr`tt , r, "`Jj"f, it ._. r %t /fes f /r I r' %t' J rt.' ";, •;", T:r t, if' ff'�" ! f f. f f'iJ` e'rtfl, SURFACE MOUNTED WALL PICTURE LIGHT %, t J r I,, t J %t, f' I` r` 'r" f j�''. '�,.,JInII "t J`. I- 'J, U ,J !t t f`, rf 'i, rt, __ t!. , 'r' r f •/J, �r x r R r A F �Ate' r ,�Jf, / iJ, I 1, J'. 1/ Ir, t i J %r' GL i ti , rt f. SURFACE MOUNTED WA CLOSET T FIX. >" LL L L 5 a rt, ,r I r' I. 4 t J ;I i : I r f %J 'l p lr� 't, : 'tr �\ ,11.1 'r' I, , '�f f r i Ir' r, 11 if` J J% I' IJ 000000 INCANDESCENT STRIP IGHT FIXTURE ,� L .I s :'; f. _ f i �f% Jr� J �r� r, It ''rf , I 'IJ' r� .f _ ,. , - . . .. If , r f_. -.. , J _ IJ t' r r , . .. ,, J ., . , r . J , . . '�\, , " m'', BATH ROOM PENT FAN ' r r .., ,,._..°_ . . r 'IELI t L , ', , r. .! ,,. ,, . r f ; / 11 f, 'l, 'f. � 4) 1 r --` - __ - I. COMBO GO $ SMOKE DET ARD WIRE I r 'r , . 1:11""i", J' I'llr '/ d I I ;J' , , J! r / r`f. 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REGEPTAGLE - PLUGMOLD STRIP COMBO TELEPHONE/DATA JAGK COAXIAL GABLE JAGK —0 COMPUTER DATA JAGK ® FLOOR BOX W/ DUPLEX RECEPTACLE � SWITCH F FAN SWITGH ° DOOR SWITGH DIMMER SWITGH j O REGESSED GEILING LIGHT FIXTURE (WET LOG.) _ ..... ......... ..... __.... ........... . _ .............. \` _. _. ..__ __._._.. . �_ .___ _.___.__ ,...._ ..__ ___.._.._. ._._...._... ._...._.____.___,. __.._.__ _ �_ ❑ REGE55ED GEILING LIGHT FIXTURE <0 REGESSED GEILING WALL WASH LIGHT FIX. f -- 10051 CRAWL SPACE _ US OO SEMI-REGESSED GEILING LIGHT FIXTURE 1 ! SURFACE MOUNTED GEILING LIGHT FIXTURE UG PENDANT MOUNTED GEILING LIGHT FIXTURE 004 CRAWL SPACE 002 GRAWLSPAGE �- RECESSED WALL LIGHT FIXTURE ' I -G SURFACE MOUNTED WALL LIGHT FIXTURE SURFACE MOUNTED WALL PICTURE LIGHT - - - - - - - I �....%._ ,-.�...%............ •. ..,..........\... ...f. ......._.. ... ........._........II ......._.. .... , ...�..-.-.�...-..jt.I i; �3 Ef ii�tI ..._......' .._. . .................................... . 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REG. - HALF SWITCHED Tel 212-581-2877 Fax 212-581.1976 GROUND FAULT INTER. ELEG. REG. -B SINGLE APPLIANCE ELEG. RECEPTACLE -0-�-�- PLUGMOLD STRIP COMBO TELEPHONE/DATA JACK ►-a COAXIAL GABLE JACK —0 COMPUTER DATA JACK i ® FLOOR BOX W/ DUPLEX RECEPTACLE DS-6 DS-6 � SWITCH i F FAN SWITCH j -' DOOR 5WITGH DIMMER SWITCH O RECESSED CEILING LIGHT FIXTURE (WET LOG.) 1 .... .: ...._.... ..._.. — ...,..,.....».....«,....,...... i!' �e .................�.. ice' ---._T. 1f/ ,4 \e' ,,.~..-1..,'....,�.,.... __ ._. .. ."... __...._..._._............._......�_._,.._..._.... _ ._.._.. ...... ..... ..._ ._. .. # :. ..._....._........... ........ ..� .................._....-................. E :r=�-t �t.._._____». ❑ RECESSED CEILING LIGHT FIXTURE r <0 RECESSED CEILING NALIL WASH LIGHT FIX. i I \ D5-4 S-4 i D OO SEMI-RECESSED CEILING LIGHT FIXTURE 118 MASTER BEDROOMI ........^. P ri SURFACE MOUNTED CEILING LIGHT FIXTURE DG-8 i ! ' PENDANT MOUNTED CEILING LIGHT FIXTURE r � E -L 117 1 MAS ER CL DS-4 DS-4 REGE55ED WALL LIGHT FIXTURE ` D5-5 DS ..,0 �--O SURFACE MOUNTED WALL LIGHT FIXTURE : DG-8 IIB SCREENED PORCH __.. SURFACE MOUNTED WALL PICTURE LIGHT FREEZER 114 LIVING ROOM F F® SURFACE MOUNTED WALL CLOSET LT FIX. ; i _ Ila MAST E BI '° - - G 1000000.INCANDESCENT STRIP LIGHT FIXTURE BATH D5-4 DS-4 J ® BATH ROOM VENT FAN COMBO GO S SMOKE DET. (HARD WIRED) DG-8 HS 0 HEAT SENSOR (HARD WIRED) j A" 116 GL SURFACE WALL/BOOKSH'ELF SPEAKER i _ _ _.......................... 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FIRST FLOOR X189 �� ELECTRICAL PLAN '9T 42 � F OF E-o102 E I R5T FLOOR ELECTRICAL PLAN 1/411 = 1'—O" ArmandLeGardeur A R C H I T E C T OUADRUPLEX ELECTRICAL FEGEPTAGLE 7 West 22nd Street, 3rd Floor DUPLEX ELECTRICAL RECEPTACLE New York, New York 10010 DUPLEX ELEC. REG. - HALF SWITCHED Tel 212.581.2877 Fax 212.581.1976 ==@r# GROUND FAULT INTER. ELEC. REG. --A SINGLE APPLIANCE ELEC. RECEPTACLE --=� PLUGMOLD STRIP COMBO TELEPHONE/DATA JACK COAXIAL GABLE JACK EI , EI [ ( '�! COMPUTER DATA JACK 1 ® FLOOR BOX W/ DUPLEX RECEPTACLE E SWITCH � f j1 E j I -441-F FAN SWITCH , , t t t : DOOR SWITCH I �D E t t < DIMMER SWITCH i _.. 3 t 1. .................... .....__.... ............ .. .......................__.._...........................__... ..... .... .............. ..........._._... .... .,, .................._ ._ ,. :,. ..................................... __.................................. . .......................... .................._..... O RECESSED CEILING LIGHT FIXTURE WET LOG. 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HEAT SENSOR (HARD WIRED) SURFACE WALL/BOOKSHELF SPEAKER-0WALL-REGESSED STEREO SPEAKERDS CEILING-RECESSED STEREO SPEAKER Q� Lr)STEREO VOLUME CONTROL PANEL TO SNITCH B—LOW INFRARED REPEATOR TEMPERATURE SENSORGL 2THERMOSTAT GL IPESCURITY CAMERA .,i I: i if1I ,t ti ' E, 4 F{3� .._.i. � •�,€.t. �..._.. _..........- ...._..._1._2....._.. ....,.».�,. -+......,«.....1,i ,R.. .,.-n.,,_-.,....:..-..»..... .....,.....-.,.._.._..._...__._,___.. .. .._..i .... .-_ .......,._...._..__...__..,..,_....._...._.._._...,._._._._.,...._..__.- _ � ki,1(ti T--et3� � j! �-O SECURITY SYSTEM K9E�Y �<vFAD n 12001 PORCHSECURITY SYSTEM MOTION -Sm-lREENrS OR EXTERIOR PATH LIGHT GST ROOM f rOT , CD 05- U5USUJ 205 1 HALL .. . 05TORAGE ......... ...... 206 ATH g ...........-........... ........... .................................... ................................ _ 7/10/15 PRICING W�WIS S, UE 02/18/16 IFERMIT ISSUE ED v 1894 SECOND FLOORF°F w ELECTRICAL PLANUS I 03 i 5EGOND FLOOR F-LEGTRIOAL PLAN 1/411