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HomeMy WebLinkAbout20190815 The Grove Modification Modification 8-14-19 Bonacio Construction Inc. Commercial o Residential Condominiums D Historic Restoration August 7,2019 Mark Torpey, Chairman City of Saratoga Springs Planning Board 15 Vanderbilt Ave Saratoga Springs,NY 12866 Re: The Grove—9 unit addition (parking ratio calculation) Dear Chairman Torpey: I am writing on behalf of the owner of 233 Lake Ave ("The Grove")concerning the proposed addition of nine units to the rear of the existing complex. The addition has already received a favorable decision from the Design Review Commission on June 19, 2019 but now requires review by the Planning Board because the additional units increase the amount of parking demand as calculated using Section 6.2. While the newly proposed units do not alter the 2014 site plan,the new parking demand is 136 spaces for which the applicant must demonstrate how the change in demand will be met. In this case,the original site plan approved 142 spaces which were created in the original construction— thus there are still 6 more parking spaces than required under the Code. As you may recall,when the site was previously approved,the Planning Board granted a parking waiver to allow more spaces to account for visitors to the site. The current parking availability demonstrates an average of 60 parking spaces available for visitor use. Therefore,the owner respectfully requests that the confirmation of adequate parking ratios, sufficiency of visitor spaces, and the lack of change to the 2014 site plan be reviewed and approved on the Planning Boards September 5th consent agenda. In lieu of a full site plan checklist,the applicant respectfully requests that the Planning Board incorporate by reference the project's original 2014 record through to the present, as well as the enclosed architectural drawings and construction budget for the proposed addition. As always, I wish to thank the Board for its courtesies in this matter. Should you have any questions please feel free to contact me. Since..ly /400/7—, . Elizabeth Coreno, Esq. Cc: Susan Barden Vince DeLeonardis, Esq. Patrick Cogan 18 Division Street, Suite 401, Saratoga Springs, NY 12866 P: 518.584.9007 F: 518.584.0496 www.bonacio.com **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE] N 1'OG.-i . CITY OF SARATOGA SPRINGS (Application#) ar+" ,4' 11kk ` F! PLANNING BOARD t=t - (Date received) 11 �` t~ CityHall-474 Broadway ;Y ,4-' Saratoga Springs, New York 12866-2296 ,'fcopr,o A r� t,\`' Tel:518-587-3550 fax:518-580.9480 http://www.saratoga-springs.org APPLICATION FOR: (Rev:03/2018) SITE PLAN REVIEW (INCLUDING PUD) Application Check List-All submissions must include completed application check list and all required items. Project Name: The Grove at Neumann Property Address/Location: 233 Lake Ave, Saratoga Springs, NY 12866 P �Y 166.-4-22.1 UR-1 Tax Parcel #: Zoning District: (for example: 165.52--4-37,} Proposed Use: P Multi Family Residential Date special use permit granted (if any): 201 4 Date zoning variance granted (f any): May - 201 8 Is property located within (check all that apply)?: istoric District 1 krchitectural Review District 00' of a State Park, city boundary, or county/state highway APPLICANTS} OWNER(S) (If not applicant) ATTORNEY/AGENT Name Neumann Building LLC M. Elizabeth Coreno Address 18 Division Street, Suite 401 18 Division Street, Suite 401 Saratoga Springs, NY 12866 Saratoga Springs, NY 12866 Phone 618-684--9667 518-684--9007 kate a@bonacio.com;jimc a�7bonacio.com Ii b b bo n aci o.co m Email Identify primary contact person: pplicant Owner 1 Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. City of Saratoga Springs-Site Plan Review Application I Application Fee: A check for the total amount below payable to: "Commissioner of Finance" MUST accompany this application. Sketch Plan - $300 $ Final Site Plan Approval Residential - $300 plus$I 80/unit Non-Residential - $600 plus$120/1,000 SQ. FT. $ Modification Residential - $300 $ X00.00 Non-Residential- $500 $ Total $ 300.00 Submission Deadline—Check City's website )for application deadlines and meeting dates. Does any City officer, employee or famil member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? YES NO If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed with t is application. 1,the undersigned owner, leasee or purchaser under contract for the property, hereby request Site Plan Review by the Planning Board for the identified property above. I agree to meet all requirements under Section 240-7.2 of the Zoning Ordinance of the City of Saratoga Springs. Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Digitally signed by M.Elizabeth Coreno, M. Elizabeth Coreno, Esq. Esq. 03/07/2010 Applicant Signature: Date:2019.08.07 10:41:33-04'00' Date: If applicant is not current owner, owner must also sign. OA/ , Owner Signature: Date: 7 g 1 . City of Saratoga Springs-Site Plan Review Application 2 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1 --Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: The Grove Project Location(describe,and attach a location map): 233 Lake Avenue Saratoga Springs,NY 12866 Brief Description of Proposed Action: The infill addition of the(3)existing one-story roof spaces,to allow for(6)new apartments.And the construction of a 16'x 28'addition above an existing one-story wing at the east end of the building. Name of Applicant or Sponsor: Telephone: 518-684-9007 Neumann Building LLC (agent:Libby Coreno) E-Mail: libby@bonacio.com Address: 18 Division Street Suite 401 City/PO: State: Zip Code: Saratoga Springs NY 12866 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or fun_ding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: - w f The City of Saratoga Springs Design Review Commission and491ftrt from the City of Saratoga Springs. 3.a.Total acreage of the site of the proposed action? 11.27 acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. D Urban ❑Rural(non-agriculture) D Industrial El Commercial ®Residential(suburban) ❑Forest ❑Agriculture El Aquatic El Other(specify): Parkland Page 1 of 3 5. Is the proposed action, NO _ YES N/A a.A permitted use under the zoning regulations? n I 1 b. Consistent with the adopted comprehensive plan? n 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? I� c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? n n 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: LII 7 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: El [71 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? El El If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline El Forest El Agricultural/grasslands ❑Early mid-successional El Wetland El Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? �' n 16.Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? Fl NO 1YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO r1YES Page 2 of 3 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: f I AFFIRM THAT THE INFORMATION P VIDED ABOVE IS TRUE AND ACCURATE TO HE :EST OF MY KNOWLEDGE Applicant/sponsor name: L Date: 3 / 4 Signature: • PRINT FORM Page 3 of 3 Bonacio Construction Inc. www.bonacio.com PROJECT TITLE The GROVE NOTES OWNER Haworth-Bonacio ARCHITECT Balzer&Tuck Architecture PLAN DATE 7/17/2019 ESTIMATOR MJM BUDGET DATE 7/23/2019 REVISION DATES PROJECT SCOPE Convert existing Kitchen and Dining Room into(2)units (7)New units at 2nd floor. 9 total units Construct 9 total units in the existing building.2 on the 1st floor(in the existing kitchen and dining room)and 7 on the second floor. Units are to ASSUMED DURATION 6 Months EXCLUSIONS TAX STATUS Capital Improvement ITEMIZED BUDGET =Allowances-Shaded cells represent those elements that will be chosen by the client during the selection process. BCI has assigned allowances based on recent construction projects similar in size and expense to this project. LABOR SF OR UNIT CSI DESCRIPTION HOURS UNIT TYPE TOTAL 0000 CONTRACT REQUIREMENTS 0151 Hazards Survey-see soft costs-Roofs,walls,floors, add for monitor 0600 Insurance-Liability etc. 1 est $2,200.00 GENERAL REQUIREMENTS 1010 General Administrative Costs 20 mh E $858.00 1030 Safety/OSHA Compliance 4 mo , $2,200.00 1040 Coordination/Supervision-26 weeks 1080 mh $80,190.00 1041 Project Management @ 50% 520 mh I $51,480.00 1060 Permits&Fees Building Permit 1 Is M $6,435.00 1505 Mobilization Costs 6 mo I $2,640.00 1510 Temporary Utilities Temporary Electric mo Temporary Heat mo , Temporary Sanitary mo 1520 Equipment&Tool Rental,Lifts&Lull 6 mo I $26,400.00 1530 Temporary Barriers&Fencing 1 est $5,500.00 1540 Property Protection-rosin paper,protective film,pre-completion security,etc. 9 est M $14,850.00 1560 Construction Cleanup-See 6101 9 est I $4,950.00 1600 Miscellaneous Small Materials 6 est E $9,900.00 1720 Final Cleaning 9000 $2,970.00 2000 SITE WORK , 2005 Winter Conditions-None assumed 2050 Demolition Demo Existing Finishes in Kitchen and Dining Room- (4)Men(1)Week 200 mh I $10,450.00 Demo Parapet TerraCotta cap-(2)Men(1)Week 80 mh $4,180.00 Cut New Door in existing exterior masonry wall-Assumes using existing door openings for unit entry 15 est I $16,500.00 Haz Survey testing and reporting 1 est E $3,300.00 Project Name Budget Page 1 LABOR SF OR UNIT CSI DESCRIPTION HOURS UNIT TYPE TOTAL Asbestos abatement and framing attachments 1 est $101,662.00 2060 Debris Removal Dumpster Service-2 dumpster each unit 12 ea $9,900.00 2900 Landscaping/Plant Material-Repair damaged landscaping 1 allow $11,000.00 3000 CONCRETE 3500 Cementitious Decks-Gyperete new units Assumes non required. sf 4000 MASONRY 4200 Block Masonry-Add concrete cap to Parapet walls as bearing point for new floor framing 320 If $17,600.00 5000 METALS 5400 Metal Framing 5500 Metal Fabrications steel NOT required @ bearing point for floor framing If Bolted Braced Steel Balcony(with deck) 4 ea $44,000.00 Rails-included above (1)Lintel at new door opening-installed 5 ea $8,250.00 6000 WOOD&PLASTICS 6100 Framing Lumber-Framing Lumber for units- 9 ea $123,750.00 Labor 9 ea $94,050.00 Miscellaneous Fasteners,Hangers,Nails,etc. 1 est $2,750.00 6101 Construction Labor-(1)Man Full Time- 1080 mh $56,430.00 Materials 9 ea $7,920.00 Full Trim Labor-Trims,Cabinets and Door Install 9 ea $29,700.00 6230 Storage Shelving/Closet Packages 9 ea $19,800.00 6400 Kitchen+Bath Cabinetry- Cabinetry 9 ea $54,450.00 Surfaces-$60 square foot allowance 9 ea $59,400.00 7000 THERMAL&MOISTURE PROTECTION 7200 Insulation R-11 Sound Insulation 10000 sf $11,000.00 R-21 Exterior Walls 3000 sf $4,950.00 Mineral Wool 1500 sf $2,887.50 R-38 8000 sf $19,800.00 7400 Siding Fiber Cement to match addition-Including eave trims-Including labor 48 sq $95,040.00 7401 Siding Labor-Included above 7500 Membrane Roofing 60 sq $49,500.00 7600 Flashing&Sheetmetal(Parapet cap)-Included above 7900 Caulking 1 est $5,500.00 7950 Fireproofing 8000 DOORS&WINDOWS 8200 Interior Wood Doors&Frames Unit Doors 40 ea $6,600.00 Unit Entry Doors-Oak doors Custom made by Bonacio-3'-0"x 7'-6"with 2'transom 16 ea $35,200.00 Closet Double Doors 9 ea I $3,960.00 Exterior Terrace Door 4 ea E $6,600.00 8600 Wood Windows- New pella pro line that resembles existing 41 ea , $57,200.00 8601 Window Install Labor-Included in 6100 8700 Interior Door Hardware 9 units I $5,445.00 8770 Window Treatments 45 units $14,850.00 9000 FINISHES 9050 Finish Allowance-sheetrock repairs 1 est I $33,000.00 9200 Plaster/Drywall-Labor+Materials-Plaster Repair(sheetrock and tape)at window and door openings 1 est M $9,900.00 Walls 25000 sf E $41,250.00 Ceilings-Over grid 9000 sf I $64,350.00 Furred Walls 2500 sf M $6,050.00 9300 Tile-Neumann equal 9 units I $14,850.00 9600 Flooring-Neumann equal 9 ea $67,320.00 9900 Interior Painting- 9 units E $39,600.00 9940 Exterior Painting- , 10000 SPECIALTIES 10300 Shower Doors 9 $11,880.00 10800 Bath Accessories , Bathroom Accessory Sets(Towel Bars,Paper Dispensers,Mirrors)-Allowance 9 ea M $4,950.00 11000 EQUIPMENT 11450 Appliances 9 ea I $49,500.00 12000 FURNISHINGS 13000 SPECIAL CONSTRUCTION 14000 CONVEYING SYSTEMS Project Name Budget Page 2 LABOR SF OR UNIT CSI DESCRIPTION HOURS UNIT TYPE TOTAL 15000 MECHANICAL 15000 Plumbing General Service 15010 Plumbing Permits 15050 Plumbing Rough In and Trim Out-Including fixtures Neumann spec 9 ea $118,800.00 Roof Drains and Basement Repairs for new plumbing(included above) 5 est 15100 Service Piping/Gas Service to locations other than HVAC- 15300 Sprinkler System 9 ea $72,270.00 15400 Plumbing Fixtures-Included in 15050 15500 HVAC- 9 ea $116,325.00 HVAC-Remove Mitsu Units and Perform Startup 1 Is 16000 ELECTRICAL 16000 Electrical General Service 16010 National Grid Costs 16050 Electrical Rough In and Trim Out-Including all Outlets and Switches to Code and Basic 9 ea $178,200.00 Phone and Cable Outlets All costs and allowances in this estimate include contractor's overhead and profit. est TOTAL $2,032,442.50 Project Name Budget Page 3 Additions/Alterations to _ ,ii, 'DR'EET,LEHNYT li'HALREE=TEDHTEH1/4 CT THE Lr'417,-' -' ' , ', I.•, NM mjclunit-77 l''ji--- --r-_..,,617- : , 233 LAKE AVENUE 100:y0SCAORNATSOTRGUACTISPRINGSCONSTRUCTION DO,CNUYM1E2N8T6s6 tiALLi Olio NA"1 0P-;-1 -10',E 1- Ti- sni- ____. •_,- ------- - - - - .- -NI ill- _ - _ -------- _ _11 ISSUED:JULY 17,2019 AwBRAiLrioTZvEl 'h...,*%‘47•'. -.41',S;r 2--±,-'4--iqi:i iri7—=-- 143..!! ; I-77Z.P110--,iz- -------------=- .,:.‘t,,,_- DRAWING LIST HE7Viii'INL&I‘n BEE ! --'. - 2 I-- 6 -- '------, , ,,.. SYMBOLS LEGEND i 1 01.fil = u — — — ------' -- 9 —Th ... GE.NwER.'NO SHEET , CENG-,REFEREN E TO sIMILAR DETAIL,_,_,N CATION . '—'. 07 17/19 :.r- , 07 17/1i j 7------ _ ......., A1 1 07 17/19 "NEI''""II7IIZN 07 17/1i 1 ELEATION TA,DR.!,#/sHEET 4, 513533 3553 07 17/19 s 711 t,T'I7NL 77E71^,a i B JIM,sE TION TAG(ORA,ING#/SHE.#) A101 07 17/19 1'"E155TR.Z1IIll''' 07 17/19 sooi ,ENERAL NOTES 07 17/19 A Allot' \1 ALL sa,T1_,N TAC,{ERA,IN,#s HEET#) SOO, SPECIAL IN,PECTI DNS 07 17/19 07 17/19 Ati,, LETAIL TAG pRA,IN,#,HEET#) 'I' :rLFDIFNief;RCFTinl'IEN e'' 07 17/19 07 17/19 :227 BUILDING SECTIONS 07 17/19 S400 FRAMING DETALS 07 17/, RD DM TA, 44.°01 ::Z12 T'Aliel_SS 07 17/19 100 SF ENTERLINE AR HITECTURE Tie 07 17/19 EFERENcE ELE\ATI°, A001 PRCJE,AS,EMB s T eiAceAm, 07 17/1i A004 ALLEsSIPIL,RECEI IREMEN piAeeeAm, 07 17/19 J7 17/19 DOOR TA,/KElED TO DO DR._,HEDULE '' PA:TIAALL r.EG-GCFNP FAIIS A1,0 PA UTH AND EA,ELE,ATIoNS 07 17/19 07 17/19 07 17/1i • A,01 PARTIAL EXTERI DR.0 io, 07 17/19 I —1 1 Ail \p,,,,,,E,NRiT:icTi 0,:N/NTTATAI/KKE:EEL DT T.0.11 AN RDTO,ti o/SNCTH,EpDEL L E ,02 PARTIAL EXTERI,N,TH ELE,AT A3 D1 SE_,TI NS ANC r FIN. J7 17/19 07 17/19 i ST 1 sToREFRO NT,J RTAIN\1 ALL TA, A401 BAL--)NyEET,,,, 07 17/19 ULE^AND LETA', I. A501 ,INDC,AND DO DR s_,HEL ELEJATIoNS A800 KITCHEN AND BATHROOM ABINETRY 07 17/19 THE GROVE l''14L I 48' I I I 23'14=7°' I N.1 Baser plea 1 Date LOCATION MAP I III I L:,: t__ -3:,„, ,, • a i C..... pair TF ll'IDSI-HT%l_FF= HT INTT 18 o 'i r TOTR FR'Di,REFRE FjEG E :::''4,''''',.:.`7,!,:.,:k.., , -.,..,. 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''' '-' - 7,7,E1B 1H BE. B IN III IteloPo.lan OWNERSHIP OF DOCUMENTS, TsARIE'llFiiE\H'ET,,.°07i'DITN-iRNFA.SH.DETsEliEuiNIHEsIFEFH:ET.FPFTSETsuEFA'ENT7 FEi:'''',iEr6R.,...-oiNIFT.P. ,IT.,,ip:5`0PFEriT:stE_,D,P',‘R.)A':ij+FL<:Ti'L 'N`fgeRizT‘ETt'''J"rr4F-.' °.msE2,iPLF'L,7'ire's' 06-GENERAL PRODUCT SPECIFICATIONS .(-,,s•H .-'•l'' OTHER PROJECT WITHOUT WRITTEN AGREEMENT/AUTHORIZATION 0 F TH E ARCHITECT. 2)PBC"'AND"'EAI"EDIEIDATIcNs ABE As'DID"'IN THESE"'MEN'THE ')IfIllr\<'1'2AILZIALRI/fRI' R."DI"BEDE""Rgel'2"R;LA'1""DHR'A;DRILIR' ' R' 2A)TTAE‘T.B.I•E=TOFTET•=1BBTE7HIBIGTPDLIAEnTRE.Mf, T.BB''BP"'AND'B A211."AAAD.YVI ABDHITEDTBRA;LE\P'gR);221DBD''DABDS EDB BBB"'D'V. '''',.:.(t);•g(g(..,;,d ARCHITECTURAL: 11(AM E0 ID;Br PI NEBRBD.,I rNBCT DF r1 IEDLATN=S=DDEME3 D 7C EINE'EU DN.1BE Z3LHNEDDTKZ,„L E DG E, T(I•lk(Erl DB:1'F Q'tDTTIR'L)AlIC TDD'i\R IS';HRP'AROPINPICED"../111)1REkRDRgACIICTIDELSRFF21 NPR()AlDiTtIN:DPIR:EI FFEEERIIEFDDDAIBAiUFDDR‘TlijiRREIRVI'L .?k"1 BRR DE R‘IF EE RRD(T ION°TEM;;DIA N..7)L;DRI,;TA'I/N1 1 NNG'S' )ATE,A,21.AE/VI,ME"UREMENTS RERNRE"NRIN'AIN'"N.DUCD.RDERS.R BEGINNING 2).„74',DFDL-STC\I'LRA;CIDWMUBDKDDERV,RTA=T.DE'''.•PD"ABE.AND NANDLINN TB PREVENT _F,\IE FC;611EITT,T,A.INBC(DRSIE!)EIECITiETOKIELWRIFFEE"\i‘FilSrEFBFIBEDID;°DRSBIERPREPD"ENNT. 1315',ITIDFCTISAEJDB5TRS:3,\PiCQ'FTI"FHE4AIDRGHTi'lEFFILOFDD I'F;Si'•T/IRDERWF""BR"L"DBAIDD"BP\AITTI"EEVIRR DmBRDR\IERBTECLDI,B,fRilOnTREXINGS ")•52r;RHEH,DATLLTjQIC,IDTDIDSNESBHAD ES ABE"'TABLE.'E T HE"BRE'''AD T ERI"IR'AND IN 3(PDP(DABPANLETi'irD)BEIt'NTSTilLH.D141DIDiF2HRI:ADLI LP.ANBR""IrBV3'"""'DR "'HADE SLNAR 3,i;:iiiiiiiEsir,E R)HEiRDRECC,Di6ITEliETEDIDPEPSTi,EiTCAADISS<TELR'MJPGIEFDDRHL'EFRIACIBJE,4TD,'E‘MLRLFERAQ4IET:ATTHEE\MDR 46)(IiFiDFTC; IN"HIFIFQDIFF\ILD"‘fURBAAYAILI ITETiBFC.BalIELFI1EBEBARIRIFiRTFEI,71RRNEF.:13N: EIIMISB\IEB7DRU -I1Cf I'DBRA'4INDS )B.B•TIATHBYSITST RATE SURFACES PRIOR TO APPLANG NDQ MATERIAL OR SUBSTANCE. '1.1±3)LHIDFARTfQ.ZOR„IS INDICAQED TO BE FITTED TO OTHER CONSTRUCTION,GIDE. 33FER,TTE,NFALAnFLFOLEED "DTAITEDN1T„VAR4SUD'I"[ABB(B=TBLIDTBDN"ARRLTR'E FIELD'AB"'REmENTS ''''''T"A"DL;"'';'7"'''''''E 'rNICIII'LE r7C-InEOtTEI-RIZ71TN°VARiTi r°N.BEHA';°E T HE""N'"-THE"NTBADT" ?1)4S4:34),[3.(F,RRuE(guRAL DRA.NGs DIvTDR1238/(0U2C7F=LBDAF=NAGNSD'RR BITY ;');'EERA(F3'51F3'3.a-T'o'ssF3Rss),'''''' • LIGHTING FIXTURES-PRODUCT DATA:MANUFACTURERS CATALOG LITERATURE, ETQBEiNGNBISID7iElERIPLFHPF:HlYTHIETHII .E"."YDEI)NMAEDIERTEHW'''-RR;°PN'T\FN'A"T DM Z\IET),.TAQVRNU7TANRDAIBTDDHNADEDI N. INDIDATIND'DB EINIBH".PRWEB.LAMM''D ALL PERTINENT B"BIBEMENTB 2C)0ANPEDOI(DN"ENRUPEHICTRUTDDE7,BPEH'gRGEXN=TnI\IADEt75sQLZTBA"ITIDEPI7GEOBHTLIATLEOBR 2ND. .1\,VkISEU'XE\1)TDZINIVNHSALL BE REDPBNDIBLE EDB TH'".LTRADY AND EIT RE ALL FIELD 'E'NfsiggiEr 4)THE ARCHITECT SHALL NOT BE RESPONSIBLE FCR THE ACTS OF OMISSIONS OF THE PRODUCT,INCLUDING ALL ACCESSORIES. FSILLAIRIINFADADI,LCIISIBDIIN,SPA7ULTINIBRDDEERD:VE=F=TTIQBN'IN'BUDTIRNS AND )TIIA'IrZzA‘°'- 'ITTR'E'r"DN'EW-DIEDIEAI\r'\'''WAMLANI ARCHITECT LIRALWDDDVVDRK BALZER 'QC rrT'A‘‘gC BIIA'HIYZTEIBE•R:QT(TBFADTSB:g(7"N‘Y'ETHEPREZOBNAS"P=MIBNrANY OF THE •B•RlIvNIEGNDDE,RRXEA':=WiCTINHCNORLTOFITHEABIT/BHBDNITUIRT.IND:IRL2TAL BRIRD."S'APLER. DIVIBRDUTTQ'STTBD:' ILmDPENT4ESNTB 7)SET AND SECURE MATERIALS AND COMPONENTS IN PLACE,PLUMB AND LEVEL. • L•DpEr:DEZTHEPmRADSHRUNcTSIVSLBIZRADEC)5‘6A.OAHTENsDE"RTR B RAT'R'ITER'BRE DIVISION 33:SITE UTILITIES ,),,Niii._7EVDE.RTIPAL ELEMENTS PLUMB AND DINR.NTAL ELEMENTS LEVEL'UNLESS NTNERWISE -. 1)„. , -„ „ - . ..x WI TUCK 5)THE ARCHITECT IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION •CONCRETE MASONRY UNITS-SAMPLES:FURNISH NOT LESS THAN ONE INDIVIDUAL • REFER TO SITE/MIL DRAWINGS r)HTSDA.Bni:55((U"Sinn/DIgUnL/TSRATBIETI;TDO"D=MILFRLZFEH„ADAMZ'Tm D"P"E I!" 'N.T`...5 I'..'D''.''' NRID(DA„El'-,BSQAZ)Y2THITEHC Ri°•BrGEDHFIDIRE:,37.T`RDArBOIIRI.TIE"BE INTENDED ID"'DT' • 1,,RDTDDFS'STOF7NFQAUA/ArSILHEI?sANGUFACTURERS CATALOG LITER„TURE FOR EACH SUBSTITUTION PRCCEQURES x , /)EIHTBITCALLAEN'DBUPORINATNAD ELIITNIVNPLLEBSrOA:RT/LNNDEIA(V,LHRE"IBN"WITH'TAD"' FIRE6TC/PPING ARCHITECTURE •MANUFACTURE.RECOMMENDATIONS FOR TEMPERATURE 01-GENERA„EQUIREMENTS: •C„ST STTOTIE:S.PILDES:FIDRTHTISHDNinSS THAN ONE INDIVIDTAL d''LENGTH OF EAT, /if)H.DUBC"HITILICIZr1jUDLL\H"443DUN.N=TDO"H.HEN A PRDDUCT BED."'"BNAYAIL"LE ,T5FIN,,FXS,T,5,13FLT.DJURE ON„RFACES,WITH SEAMLESS TR„NSITIONS,UNLESS UpCmoPILDH\TTIHISEI.71TH73PPAINNOBAFTER INSTALLATION. „,3•53,)„,,,,,,,,,,QH,T• CAST STONE SHAPE AS SAMPLES. ,11)CLPDRIR,N,,,Fi'EMIDT.M%/B3',LISTTPAENRDELADRREAIACTR`gATIGLE'SRDRAVrA2 XT(331U1ALATHADZIVACBLJEDI'NWGDEBBHT •,1,3,t()[‘DTB 147/TiTHREK,F(ILLFDDAENLTIEiTCD3E,FnETiFINIB.AIBDIECHTf7RRnEPTBfILES AND 2)R5Dg3TH)r)UFBESATTHUBIE0t)WHwc'TC'NWH‘,AJP,SLTiTCENDD",AUB(LgITTIATINW"AIPLI"N'' 5A)pl•FIE‘lAtN5iAT TpRRAGMFSEIT;IDNI6DBAELT=F=THAUXESEB3,,T3AANs/TinTNEX0TpUERREA(4,NoDNs. 2)LICIITNAGTLATNiNBICASL.B1INTgDISDDADX_NEcTITEVJAIFAIgEBAD,QCFDIBB INSTBRDPB°NB."LADLETE' .•,s,',4(NIER, ID SLCIATZLgl'INT LOLRDI NANC ES NE'n"2 1':-Lf18' 'AZFA 318T,ieFFSTrGAtTNIDUITOYSETF%tITDFCTSAIV EERtfEeSREN,TNEtrtfr=ttF,AI:t['eUtTitEF;t:TDDS Bem"."IDIBgTERTPE DRYER"'WHEN ND'NBBB NEEDED. fIN.o•riNSHEXZG,oDuND 30Am Q.0 D co mp,,,LE willi sEALAN-D,4m D i„7,Dx0sED 333.3.=LR:3,:x,„333 rgui_Tu,c::2NvEFpn',IYE.N,FKRsETT_„EREmENTs ?ivT,ta-rs%„,RALDRAVVINGS Y LEVEL OF THE SPECIFIED PRODUCT. 6)ADJUST OPERATING PRCDUCTS AND EQUIPMENT TO ENSURE SMOCTH AND UNHINDERED CELL PVC;OVERSIZED HD TO 50 PERCENT LARGER THAN JOINT WIDTH. rr-[(1141.:13 ILFHL'IPZTRE;ffl(EDN NSSOCIATION •rRAAil-rnirc,°gfrikri,niiNzn,.'.A‘voianT.EF3AgiAshpArkzilTsFuR"1-1- 24ILLU,BrIDE THE BAN'w"RR"NTY ERR THE BRBSTITLDIWN'ED"THE'PER"' DPE'TIRN. F•INDICATE ALL SIZES MATERIALS,AND CONNECTIONS FOR 3.WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE SYSTEM STARTUP r()R=BPAH;DEBR4A)LJTRZA7OYN7RTJT4r.D=L=3XISDBDE BAED"DE P'LIR AND ."'IAILLIBNA"ArE\I"DRIIIDN"AL wITHIN/PR''T.' / BE'RIBED EDB THE WDBDTDERE DDMDTETEW'ND ADDITIDNAL'DST ID'NNE' I)DNDRDINATE SCHEDULE"P START-LP DB VAPID'"PIPMENT AND"'TEMP BETWEEN • Ln3B/BRGOPIPQTTIDNDSA,THBH,DilBs(ITSTEEADCT.BIZg. HCPILRTAWZ'S13 IZIDTUIIDRIrEtRg2TE•BR ' ':QI,Y4EEBARPITPAAr:NETR ADDITID'T'DST"R TIAIE"'ENSIGN TH"T m""""uENT' ALL'FE"'TRADES'THE'MN ER'ARDHITE"AND PE"NENT'Li's. P)RSEERAFF1RIMIV)D) 1NR.=STIrIVEA\TFEETRIFIASEN'ISIAITLMTGINEI'NZRREC171SONEDNIRErSIENTS EDR LTPIEIREOVEADLTSDZETUrE 1E1FACTREFE1EERg:=UDITTEI: RAIVSEETOACnANTSEPEgRM[HTSTNRDUCTSM.TID' Di,...Z",",:DooD,pLAsTiD 525'%1ZIMIBB1E4=0')B/ADDABBDIAHITTBROTZSBE"Ew DB REDERIDN DE'IDER 2)NcTI""RDHIT EDT AND GBINER DE2EN'"PRIG R D"TART-ND DE EA'IT'. 4)PERFORM ACOUSTICAL SEALANT APPLICATION WORK IN ACCORDANCE WITH ASTM C91U. uS AND COMPOSITES 4)THE CONTRACTOR SHALL EFFECT AND MAINTAIN INSURANCE(CONTRACTORS LIABILITY, • REFER TO STRUCTURAL DRAWINGS ,SUBSTITUTIONS WILL NCT BE CONSIDERED WHEN THEY ARE INDICATED CR IMPLIED ON 1!)(VDEATTI,DNATDER=ETDATICEN,T,ErrNIIZ BC);(:)N[/..LIA:EBDEUEENN,TEAHLI<DIDFQ•BSCRNMFO'NS 5)TOCL EXPOSED JOINTS CC NC,WE. `;'g/BZIAPARBO'JDCArABIDIr6THZ'HIDR\113P16BTFrsD,DROPrQAFTX(MELT:A.DEHTTO WI"R[l'OIER PDT'S" •6TEECliF;IIERDTPIBCIQ(TD%T,ODIA,TNAH ZENTEL2ODOT,M=SD PFSDH-DST LATQUFBW5BTIFNHEENT 6 IRIZRDA/B51%1TZ PRRE;;Di'D6I,DoART3ANUCTCTcAELPRZCIRIDTAVFLFL REQUIRE REVISION TO THE TH"T m")""BRE DAm'LE. w5o6,74:::3-Zocoo: ,R COMPRESSED FCAM SEALANT:DO NOT STRETCH;AVOID JOINTS EXCEPT AT CORNERS, „,31,,,,,,,,,,,,N iN,. COMMENCING WORK. INFORMATION. CONSTRUCTION DOCUMENTS. ",U'DEIFTIHYD3r)Hg(11EFEEEDBT"•DIHtIll'PErEgE6';ADSTEDNE,IDNTA.AIDLARLADCD[AJBRET.EBIBTI"'"EE EN"E'AND INTERsEDTIDNED INBTALL wITH E"RE"Tw 12 l'H BE"'"'RINI'S'E'E. 13'.3=B;s(P,3=Sr(I33T/1/LIBsITI ., -.--) - .WACITIITECT[TRAL"'AR'',REIN'''.PDLYF,TER'FBBY-THPDfNIDAATLAL: DOORS .s4c66, 53)3/E0A„.11=DATIX`MHSTTli,DRMRALII/LZIBTAALTD=LXTHcI.B/rTIZSVAINLDI=OR(AND /A1ltrGiriliTSTFI-5AAFFITFILALD,IL_;(3FL:(RiNIATEFItH'RD"L."- ' OH-QUALITY REQUIREMENTS rist(B,FA`DTAIRVDT6•DnUIQEMRIT(TL1133[13RIEE2XR:MILILTREDatArBANARDINXDAZD ggR -'F,'i----F.„0,„SAMPLE.5 EALECTIO'NI CHIPS CDFIZTUEABL Ip‘E,AAFAFAHD3,1SFOEILFN:QHB,BBMIT CONTROL OF INSTALL/VB., 18,1•T4,X=14'•/787:1ITE 134 PRIOR TO FINAL PAYMENT REQUEST. .TkAIFTLF3iBii,DAND'HEE'"RDHI"E'TD sUPPD"D'Dm D.D", TB 113',(ABDTIBIHrUAIR3',T5DORUtOLDSB STA,IT/IIRSBNSIITER=1,1[1,C)MITSB`/T1TNRHI/g)4B,B;AZP1ILM. ZIAZ7ALTHFTEUSRTEARIZZXDPNBICX/EERIVN=EDAAPNPCLED);‘,IDITAVDX1ZZEPR=6/TRtTS. 2)"RRDIN"TE INSTALL"TIWN WE"'DRS WITH INSTALL'IWN WA ARA'S AND HARDWARE. 'Ell'enNe%Te1'''' AliFiti4EFXTTI rSTATIFICRNEITI8DIDEDFEET'FRITiVOEFIrTEA'AitiEFOCII LEFEED 11\iftiieTD'Al\D,SSF'1.1:FFDkil'alFi,'CA'IENSIDDEIR'eFIGSEETS7N(StRil)iiFFITD iAl. ::.D01414P.E:1;K113D1FA:1::::318TIEDDRE:.INS;RD Cir.,INCLUDING EACH STEP r3 SEQUENCE. 7A)NSDLIMAXINTI2 B.E.PRRRRETCTIDAL"'LAE';DB"ST Em H'BEEN PRDPER"INBTALLED YF)°,4EBDZNAPiFDID:FDIFFAZYJ°TB-SDHDEcQBJIARYIDDGEIBNALE=i7RRNCDDAEANANFLTDETt7TDBREBTBARrI')/D/ARE. ALL„ISTING CONDITIONS. 7)THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL D„AENSIONS DMVOYi.NIGH/EIZ,IXNDEN-441FLITP=ANJFACTURERS CATALOG LITERATURE FOR ERRTRLDEI(IEDRI\L.I'ABIBIg.C(IF;" '"MF'RBITRB"RDDRBFELIPCTRWI(EFBIDDR.STRLICTIDN"'ME'S' 2DLLLEAE/rDANNNITANEIL',CZABRIEHTOIDI`TI'ABNDBXCL(BgAQUHDcBgBISSZCDTIVATD61..,1'*‘313N.TAIN BITE IN A 2A)1ACNDLWERADTINLABREERKBE"IND WIRD IDE"'NE'CD"''IRE'I<EYI"RE'IREMENR'' AND J OB CONDITIONS PRIOR TO CONSTRUCTION AND SHALL REPORT TO THE ARCHITECT FC R EACH TYPE,INCLUDING THICKNESS,COLOR,WARRANTY,INSTALLATION DETALING,AND 4)COMPLY WITH SPECIFIED STANDARDS AS MINIM.QUALITY FOR THE WORK EXCEPT WHERE W,E•V•ITUWIODUNLM=DIRTZBritlEffA'TTISDFEADORRB:A.A.DILEHTigAoNFDTZ=A4.!ISPIDN' •'RLOLOAFiNt=EnHEOPHE=1613=CWDIAIERED INS ' 'DBE'DT"T"ENT TDITERANDFES"RDED DR'EcIFIED RE'TIREMENTR IND''E"'HER 2)RTHAAD:FTSBESANPDRIBOBRTrEINE=IPNIGETAHDEIAS=LENUMBT'Tic'AND;DTHEB D"'D %711ETA5111""'"IrTIIEEDD"D"'E'D""DTTDDT"I"DF" I ""N'IDNAL' 4 INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER,INSTRUCTIONs AND iNDADNNs'icTZRPBIFHIBDRHP(',QTODNSFS"R°U;TTi,DBN.T°B.BE"'"'LE ED'"'I'll'DE"' TIV"A'I'SC2E1SESI'NISTRADI_RaUANR=NSTAT'I'D N"'LIN'AND AtIT A"'BwRIE2Tw :BLIHAAHIITEY`.""RB PEREDRAIED BY PER"'DRALIFIEDTD'DEM'R'N'RED AND SPEC"' 3C):0ENRTNDLIME ACM_D4INSTRETTM SUZINN.I4NFTEEILIT T1ER%E-3711:1411[1DHSUDD"RAUEIgRO"CEDIEVS1INTgIMD 'F\FDASRTANIXRTEERRONRDSEM.ON:STEHTVESRflEOSND.RNVIDED EM HARDWARE ITEM MANN'DIN'ER.ADT BST • ROOFING/ACCESSORIES(DRAINS,CURBS,VENTS,FLASHING,ETC)-PRODUCT DATA: '-R101RITTRDCRDB:Li3HiNID173RI.AV\RiF5AAFT\IITIHNHERTFRITEB:BERIIIE<RiAFILCFNfECD\TFERiDNF3.11' • RIf'Jt'10"FIRIIIII'N‘GCLBREHMARTRISSLEDERP•TRUITTAFRRCHEDDASSN,FTI"EAAPTLFDRAANDFIANWCTJ.NRSERUA,L LAC:.I'N r)'''1TErC));(TREDA;YTHLEDAAENALRIETMTERNEIRRS.ARE'IN'CARED DR R'1'P DRAWING"R AR FHREBOI\AZRTHITILETDHLANAAITRDN3RIP/MRITI'DHREDD\SBRDDAEAIRB:BRFL IEEILLE'?D)/APPIDIIILSI"SRDEDETFE'RS ED .);°D1ARE!N'A I''U R FAG E"DUNI'DEM'Ij'IL RIM'DES AP PLIED''''IRATE A RE /EuRZISBIAHNIESD'DR/Tm.Y,/rNATIAHIVIDETP3T4Fi,DRADOTCLNTSARATNRDRHBALBLDMINWJRBOITRICRZTDEDD IJFEBZITI4E EDR E'131 TYPE"'FIE'INRITu'NB'NISH'"ND INSTAL"''NIA"' ,UTB•B6./T'ABNEDTDRDEfFEBS,IT/AAAW3ITPBIBT(AFInIA/YgCB/DIAADAE‘NDEDZIBDUERBEII5Da AND'EDT° SImILAB DE'.'REPT"'ELIE'DE DDE"[INB EDRI'PmENT. ' EXECUTION. • IFNCBRTEAATGAEPIP,WHC"AB4NBGTHICPKRNREDSI.RT DATA mANL"R"BER''''RB LITER"T'TRE is;B2FEEAD'ITI.ITHTERJADRIBHBngBTINETANTS5B312Q315i,CLNBPEHZEPT?DTIC%D.1'5"•ATINHTAINING • FINMAAIGHTTTIDNCITABDTIINRG•TP=TIDLDATA.mANREARTRRE'R'A"B LITER'RRE 1)ERLIPIDAEETDBRIA<TDNRDPIRRIDRBRINWISTDHFER114;IRK N"CDRMRMIND'SPECIFIED :-11:71 JET DPURTI1 RIF,EF'D UI I 1 IRR:SM ENT' IEBE N'RE:F- ITF'ITI: IN'E'BFU7T17!ipiRiB'IriFEIEFill'ATEBSN.+IF!HEI7N- 17''''1E'D''''''IICECien'UN:T H El N BHDVDALT=NAGN:D4E0D\,g1RNUTO'RBAIDDBMTHHA4HDIIP=DIF3 I.AL5=,BRAHVITRILIVA/IF,EDTW • IlLitTRInNE/DIDDRAIEP4B3BITFTEYPPLE%TICRIUPD=THITCIDATEASA'AN'TEADTLIRE"cAT'RD ZIDERII<WHITPENcH/DIDLEDAan1HT4FLPIFONPRRTIAZ"ETILADDLITgRR21137 AIPAIIENPIF."DE THE LATT,HTIT'HECTTI:DR,CIF3'NIEER"DINHTIFZUD;3'DA'R'7P[IjNBCDiEL-3-TIIRDITSPNETC!"113/DIVDTrDEETIXVIIARERITMP3r 1/AIDI;°4(LSIUR'IDB,EBADLaBH'IL BE N°N•H"RDENIND.N°N•BBINNIND.ERR B'IN"'uNDTIDN BE LISTED FOR COMPLETION OR CORRECTION FOR FINAL COMPLETION. ''''BRBRTNADDIELI''''')4A:DS4E3T-'D-IPRE"'TING'"RTEMPDRARYSCARFDLDI"UR'AIR' .VER'IBN'A4FILAEL.-"IDHD.'AICD=:BNIAXIACIrII7rA(‘)FLI'DDE'FD'Al'113 )"RE'INCLUDIN" feiTs!,FERBE0B,RF(7,0N,AGE AREAS FOR INCOMING PRODUCT,SO THAT IND,ARE 2.0 RRETH ITEMS OF WORK LISTED IN THE A„HIT E.-GENERATED PUNCH LIST.NOTIFY r,i1ZU\p'ITEAUTFFIRRAIDc•OTTP1s.U35A,B3,,TDBNI•)(71:Q)NA6'.DT")PLERSEHITADL=HAVAlfEP,T(SVDADASS ME.R.VE irilEilATI:Iir_c\IETFoc:DiHniAlriRiST)NiTil-EALT!Ess4ogi_FErliRill'TIA:il'EFF?AEliDiZEI:'LsTLs'D,_7 ?IvisaPINFit7TDS:AE:nalFAALanZnnfrifg;ETTAOOTT=ETnil 'n,iisEplAi'NT..°miNnim'E'71T4''147ENTrElx%1AENr\r'1)A71- 1-''''IcAjEl-EGNIANT'4°' '''NF'ilnlir:ITI-aNFLR'''<\11PI'spiE'R'ITIFF' 1-1-7sN'ieprK'E'j'IcEcR7‘Z:E.r\ilYBrcliWcT's ,riisr.i Gypsum BoARD IN LORD:GE WITH LEVELS DEFINEMA,S:. :4 mPs F,1_ : R4ARIR."'ID'S DP C.DRRIRLICRIDN AND FUR CDURDIN'IDN DPI'"'DM<;DP ALL • )•'',/EILTDEB:•,;('IRBLIY'Nri'R)NCBIDJTAiNEBILFG,RBD'ILBKiNAUNDOERB•AILAA2W,EXAH/RCn42NOT•TINPIIENBC, 2)BTRB'ND PB;DTEDT"'DUD"IN AD"RD'DEW'"'FACTURE'INBIBBDTIR' =N=EDR,I4D,DRCF,TADIA„TLEENT,HEANHO,„,YN„Ru„OpM„,D,A„,4„%„„1,of FI''LLE4"".""""EAA"[EDILIRN"'LRA"E"VAINT FIRI'""'''''' ''''''EINI'DfIS '3 LA4':4'''1E'S''''''''''' l'AeOL813AITINEDCE2T,I I<JI\T'Et\E fR'rK.r.j l''''rF111DIr'\'' AiR‘AiT'S‘‘ARY' 'L'''U4'A r‘l'ATETNECDETM7 TN FT1 •DDDRHDEDDHFABADiAiR•DP,BADAZ"HTDDATC"71NiSAZWIRPEZ.Hro":QUZ•BEEHBP,DEK"-IBIS ''RD'WIRDTWEALS'D LADE'IRRA"AND LEMDLE. F A'TDTmENT""'""D"A'S).AND REP'AISR DB REBLADEmENT RE PA"R"'DEN"' '1fRT"„7TABURIFR.IELDFIN"BIEN''D""D'IDAL L'N'IN'DRR'NDE BIITH No.I Deserealee 1 Date 13)ALL DISTURBED AREAS TO BE REPAIRED IN KIND. HARDWARE TO BE IN,ALLED ON EN,DOCR 6,E DOOR MDNI-PEEIAII5H!TCHAD\DD„S 5)PREVENT CONTACT WITH M„TERIAL TH,MAY CAUSE CORROSION,DI„OLOR„TION,OR 2)ULECAIL7M1/"R'A',7Hs•VHDOEUPFHPARLILONTRr(rc!:=DHRTBCTA•TEOTZD.T°AT''ENT;°B 2)ELRAZE;?3/LDOBFBCF.inISTRiCAAID"NnIEZD.B'D DEBIBN WITH EDGE'DB ND LE"THAN" .1Eg7D ID"'ADE THE 2'WR"DRMPLETE'H'HER SHR`BN RR'DIE"'THE DDLTTmENTP •16TPVIFEINHNFGDIDIr°,L)"FTINiSAHASB'ItEIRAG.TZBDRIVETRARTLEDCRUIIIHFDRAATXEL164DE.ACH T"E 04-EXECUTION REQUIREMENTS )1FVF,Air-\FIRi'i,s,BJEOFSN0C.,s,o,„Ap F, ,, / , EETISFIAADINTDJCALA=TARXNPCLZSEPUEDEDETTD'NB.DA"DED E'ER RR'HER DEFER)" •STOREFRONT-SHOP DRAWINGS:SHOW,EACH ELEVATION,SIZE,TYPE,DOORS,HARDWARE, ND INSTALLATION DETAILS. 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IMTMEMMIIME11..11:2 0 2tEEZfEkegAliFf'E2E WALL PHASE LEGEND AZ:2j7,-,7,:=7L7,-ZE.,,, 1,Z,,7,,A.717i,,,,7,1-1..Ef4,17GE,TTE EXISTING WALL CONSTRUCTION T 5 REMAIN ''''''''EFta'aEFa-FusFEe'af'Z' EXISTING WALL CONSTRUCTION TO REMOVE 1 '''- H 1 EXTo DININo .FE's14',VreNa's,e7ne.;,]?,,,,H,IFSE;AJT,TN: ve,TeTaa="rJ'aGEE.'JaE=g- REMOVALS:GENERAL NOTES 7 InT<vp,EZETX=1\<11" ——,p0 I 2 H 4 I.rA'S\EM SCFAISTI'FIZre8ASIEFIEftNFII.,\.ND47/Y/0 IPURTZB1DD'O'2111IIII)BNTAARLNN„ Fr-' 1 E,),,, BALZER cArAN,As'HA'Ax-ggNR11-2Y.',"_RtIrY.A-EF,F,'ARE,;:xisicn-Erv;:','L'sDkr0-'zpA2RRRTAN'eme- 1 11 `2-Elc H 7' 4 2.,'NR;RiE,RIA',2%%,2[RDAKAER'sRFR'z;r22,RFRDERRuZLX=RT-4-0",'41-12-A0T,";.,,,2,LL — :ER,R2RY,Ex:RvAARRANNfTRGEtppz,RARgx2-,),(PXARot-,`ARI2RIsT,14ANTP,,,N.'R''A ARCHITECTURE 3.'C'''ZtjPItEFIRDB'ItAPOTIII:(7NCLIA'RTEENRIDACEIF FR/VFAItYTIE‘leNOTIFICAETIA3NT,SepoR,DCEED 4 FP,REFI,j°,e,'1,7ELSIIALIrreERZTTB'FATR'ECNII:D\IFALUSCBNETTIPT/E-BINE'TtA:CNORK OF ALL OWNER TRADES. sE:F.Fi,,I'NFF:EE ,JITIETsSisilN°Bel\r,N§IT.Dir,#APLE,;DAN,Ds:§5tN'FFIBr;;;;;;;DAR,;;NA;TE;,,NTHEA,. a iesFiFFA,Nc;pNIFB,,F,FFN'%,':^bAPTFAENEE'iiirEFEi6T1-Fii.,;,,,L,EEt;LN,',E'PF:APL:1-R7ZE ii,SiN IERAEETR.AE.F.,EDE4FiCiTiAlFIRFAD:(4,BLITFIIIEp.cRerzyR.F T H E,0 NT,Af T.R 4 141 D 1 FiBRSIDFLOOR PL.-WEST WING REMOVALS ,TATMArsTrIFHsiTE. - ......L... 11.soHF7Nes'riruirc'Tio'N"TNgTRREATAFIIN°.ininsiERDV-M7"D3p=7,IMC-2rAipNpTEVRRA o',.r,:,'4,7-.,,TZ:=,'II:., ''i'"c1/ERNDFIrsTHR1',Tin'N'is7,1-FT'il\o'N'm /111 -,.LION 221,222 DDITE.1 12.BAnigT1';12.','',E ri(fZEGStTfi'RRCAFIIIIICEOCAIIP`ONENTS NOT SPECIFICAL,INF,D=F,B,AISF FT eltYP.ALL!NEILL ROOF LOCATION". 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'4.'Jil'itf7i;ItEpP714\11iNH:S:AFFRN'FAtE:PG,Bp'SI7ELEFilRIPEtr,1I,EEFIDA,1/Ajt1IIBHACNKETIO"14DSRH<OrNETMOT e AIL 4 10 I D 1'FOFEiPNATI'DfRF:r.FIIREAl'EIFIFTF17,E1N_I ET‘11T7FIFT517;L:F3TEFBESAFIT'D CAL /FXF °F\ ,2 8 17.TREILEGTTARNAD'2FD2VSLI,EgSREEr,A)OVIEIAEDIFEEFDIRkINFA FO'DTFE11,=-1212GEHSTIFIDE @ .4 le AS BESTOS OR OTHER HAZAFiDOUS OR TOXIC MATERIAL CONSTRUCTION SHALL BE a 1 , oi 5 3 oi STOPPED IMEDIATELY AND THE CONDITION REPORTED TO THE ARCHITECT. 3 5 4 4 4 4 4 4 3.4 54 4 EXTG HALL THE GROVE 2 SECCID FLOOR PLAN-WEST WING REMOVALS "3 L's:RIIVEGS'NRY'F'GA No.I Deseeple0 I Date 0 1 n EXTo ROOF 1 II d , z 2 4 54 L 1 )(B 1 i 4 II 4 4 4 DUG HALL Ark D.43. 07/17/1 9 NW 1TO / 4 REMOVALS / \ / \ PLANS / \ I A TSECOND FLOOR PLAN-EAST WING REMOVALS D101 OF NEW YO ZEL STRUCTURAL CARPENTRY NOTES: FOUNDATION RELATED EARTHWORK: CONCRETE REINFORCING NOTES: BASIS OF DES16N: Q. 1 STRULTURAL LUMBER—ADES 1 END ATION SAOKFILL AND OOM—TION FOR WITHIN BUILD—FOOTIRINT AND S FEET AROUND 1 RINFORIN,S STEEL ASTM-5&0 KSI YIELD­­DEFORMED MILLET STEEL BARS 1 DESIGN LIMES, A STRIJOIMALESSO ANDCLOORCRAMINS, BUILDING FOUNDATIONS STIRRUP STEEL ASTM A62 A 2011 UNIFORM GIDE­PMENT OF NEW YORK STATE PR-FINE FIR(SEA),NO 2 OR BITTER- - ALL MATERIAL SHALL BE REASONABLY FREE FROM SILT,LOAN,CLAY,OR ORSAND MATER E WELDED STEEL VIRE FABRIC ASTM AMS PLAIN LIFE,IN FLAT SHEETS . IBC(INTERNATIONAL BUILDING CODE)2015 OFEW 0711712079 FREMERF—INE PRESSURE TREATED LUMBER SOUTHERN FINE NO 2 MEETING THE FOLLOWING REQUIREMENTS I TIE ARE MINIMUM 11 S-ANNEALED YLEF 0 ASCE 1-10(MINIMUM DESIGN LOADS FOR DUILDRN­AND OTHER STISUOTIJIES)2 1 FNIFER LUMBER(LVL)STRUCTURAL DOMPOSINE LUMBER MADE FROM WOOD I IDINi—TED 6RIM.—FILL . CHAIRS,BOLSTERS BAR MU-SPACERS S-0 AND SHAPED FOR ST-AND SJEFORY MESION DEAD LOADS VENEFIS UNIT-111 PRIMARILY PARALLEL TO MEMBER LENGTHS EVALUATED AND MONITORED 2 INCH 10-­%ML WEIGHT PASSING SIEVE OF REINFORCEMENT D—NO IEKIRET PLICEMENT CONDITIONS ND_UDINO LOAD BEARING FAMI ROOF DEAD LOAD-is sf _ORDIN5 TO ASTM D S�AND MAN.-OR.—WITH AN EXTERIOR-TYPE ADHESIVE S N 4 50-Is%BY WEIGHT Pt-.INS SIEVE IN BOTTOM TO-ENT FUNITURIN5 VAPOR RETARDER . FLOOR 0­ ILOAD-is p�f TI1111 111, DESION COMPLYING WITH ASTM D 2559 1 N 100 D-12�BY WEIGHT PASSINS SIEVE . I INTAN CONCRETECOVER AROUND I NCaEONS AS FOLLOKS E L VE LOADS A MANUCAISIEVE _I H RUPEF—WEYERHAEUSER p NO—0-s I BY WEIGHT PASSING SPI I A -M�FX OSED TO WEATHER�BACKFILL-1 112 NSRAS A PARTITIONS-15 PIF MODULUS OF FLASHOTTL F—RISE 2 000 000 AM B. WASHED CRUSHED STONE 6 FOOTI AND IONDRETE FORMED AGAINST I—-3 INCHES 6 BALIONIES(EXTERIOR)-M,X­F AS OIDUFANDL-40 plf sr E EXTREME FIBER STRESS IN BEND N6,EM-NSE.­0ASICOR­INOHNENiINAL 1­1 50-­%BY WEIGHT PASSING SIEVE I SLAMS ON FILL-1 11 INCHES D RESIDENTIAL- DO-MEM.— E INCH.0-10%Bl'NWEIGHTD OHT PASSING SAVE ELF—TED SLAM-SEAMS AND INTERIOR OELUMVS-1 INCH ALL OTHER­EXCEPT BALCONIES 4 OPOKM-40 Sf T, TENSION STRESS I,—PMI N'4­ BY 111OHT PASSING M1111 I SYNTHETIC STRUCTURAL.FIBER REINFORCEMENT PROVIDE SYNTHETIC,MTRSOLJRAL FIBERS N 5N—LOAD LOAD R J ID PRFSSON PERPENDICULAR TO SPAIN 150 PSI I SJITF.LE NATI 11 MOIL EOMPLYINO WITH THE FOLLOANO RP—REMENTS 4 6FoJNV SN-LOAD-50 pmF _ COMPRESSION PAPA-LEL TO SPAIN 2,510 PSI IN SITE SAND OR GRAVEL REASONABLY FREE OF LOAM,SILT,CLAY,OR IfISAND A S THETIO MTF1SLJFA_FIBER SHALL MEET THE PEDIJIFEMENTS OF ASTMI I I I& S ROOF Mi-LOAD USE 40 PIF FLAT FOEF f HORIZONTAL SH—PARALLEL TO 6FAIN EZM PSI I SYNTHETIC STECOL-AL FIBERS SHALL BE MADE OF POLYPROPYLENE AND0 __EXPOSURE I--C.-I g. EQUIVALENT SEFOXIS6—ITY 050 b MAXIMUM 15%BY-HT PASSING NO 200 SIEVE. POLYETHYLENE D SNOW LOAD IMPORTANCE I—IU-1 O S PARALLEL STRAND LUMBER(PSL)STRULTURIL COMPOSITE LUMBER MADE FROM ROOM STRAND S ­FVATF SUl TO ACCOMMODATE BUILDING FOUNDATIONS HAND TRIM F—AVATIONS I SiINTHETIL STRUITURAL FIBERS SH-HAVE A MINIMUM LENGTH OF 1 S THERMAL­I,-1 D ELEMENTS WITH GRAIN PRIMARILY PARALLEL TO MEMBER LENGTHS,EVALUATED AND MONITORED REMOVE LDSNSE MATERIAL D SYNTHETIC MTRUOLJRA_FIBERS SHALL HAVE AN ASPECT RATIO(LEN-DIVIDED BY THE PLUS DRIFTING AS,APPLICABLE rsk'N. ll� retaA 111 4 ENGINEER�MINIMUM OF 24 HOURS PRIOR TO EXIAVARIONS TO SCHEDULE A RE`Vs�OF F —IN,To—D S Ms AND MANUFACTURED INITT4 AN EXTERIOR-TYPE ADHEMIF NOTIFY IIJIVALENT DIAMETER OF THE IBM)BETWEEN So AND loo 5 KIND LOAD COMPLYING Al-ASTM D 2559NATIVE SOL CONDITIONS SEE MASS IF DESIGN FOR MINIMUM FOOTING BEARING OAPAOT L I SYNTHETIC STRUCTURAL A ULTIMATE DESIGN KIND SPEED Vu,-115 M1 A I NIIAETCREI--PH-1-1 COMPANY. DESIGN. REINFORCEMENT. . NOMINAL DF55N WIND SPEED V--50 mph MINIMUM MESION STRESSES FOR BEAMS s COMPACT DISTURBED LOAM-BEARING SOL IN DIRECT LINT—WITH FOUNDATIONS TO ORIGINAL I THE MINIMUM ADDITION RATE OF THE M—PRO FIBER REINFORCEMENT MH-BE 4 L 1—-0011-11 MODULUS OF ELASTICITY—E&HIME 2 000 000 PSI SEARING LAPAILLY I—is—ES OF CRUSHED STONE BENEATH BUILDINO FOOTINGS IF LOOSE POUNDS PER CASIO LARD D WIND-IS RE-. BALZER b EXTREME FIBER STRESS IN DANDIN6,EDGEWISE.2­PSI FOR 12-INCH NOMINAL Or——ITS-E ENOOLVTARED I ADDITION ODNDRETF ADMIXTUMES,ADDITIONAL IONDRETE ADMIXTURES CONFORMING E —10 DEMON WIND PRE—Is-21 p6f DEPTH MEMBERS & I OVER-I OA FALION DO—,IFFLAOF MATERIAL WITH CRUSHED STONE OVER-1EXIA FALION TO ASTMI 494 MAY BE USED AS REQUIRED INCLUDING THE FOLLOWING I INTERN-'IF 2,000IF IDECIIIENT-L'-0.16 1 TENSION STRES.2,0252,025Is MAY ALSO BE REPLACED ALL LEAN SCOMORETE WITH ENGINEER'S APPROVAL TYPE A KATER-REECONS ADMIXT)RE, FOUNDATION BEARINGO OAPASITY-DDO PIF ASSUMED [WITUCK a COMPRESSION PERPENDICULAR TO ORAIN 150 PSI I PLACE AND COMPACT B-LL IN FOUAL CONTINUOUS LAYERS NOT ECIEUDINO Z OF p T L AODELPEARNO ADMIXTURE, —-MATERIAL MANUFACTURER'S UTILIZED III MESION f--— YPp-- t COMPRESSION PARALLEL TO GRAN 2 500 AMI OOMP ITUD DEPTH FOR HAND HELD OOMPAITION F—PRENT AND A MAXIMUM OF is INCHES A T D 1AUT­-REDIJOHNO AND RETARDING ADMIXT-I A F—ER ACTUATED FASTENERS,EXPANSION BILLS ADHESIVE ANIHORINO SFSTFM-HLT, ARCHITECTURE F HORIZONTAL SH—PARALLEL TO GRAIN.20E PSI GOMPACED DEATH FOR 11IMPATIRL ROLLERS I TLA,F OR 6 WATER_REDUONO H6-RANGE ADMIXTURE' INC g. F MAINTAIN OPTIMUM MOIST-1,OINTENT OF 5—FILL MATERIALS TO ATTAIN COMPACTION DENSITY S SHRINKAOF RESCONS ADMIXTURE5 A III,ROOF AND SHEATHING--ANT-SHEATHING BY HUBER I MINIMUM DES ON STFFSSES FOR COLUMNS I BAIKC�LLL SIMULTANEOUSLY ON FAIR SIDE OF FOUNDATION-S I SLINX_140 FIBERS SAN BE ADDED DIRECTLY TO THE CON—FTE MIXER DRUM,CENTRAL ENGINEERED—DES IRIS I MODULUS OF FLASHEL,EDGEWISE.1,600,000 PMI 10 SAOXF REQUIREMENTS MIXER OFPAN MICE FIDFREMAY BE ADDED TT-BULK DISPENSING MHETEMS OR G. L INATED VENEER LUMBER(LVL,PARALLEL STRAND LUMBER(PSL, O ROOD-JOISTS I,Jl) -,U R1 E EXTIR ME FIBER STRESS IN BANDINO ED-THISE 2 400 ASI A FILL WITHINBUILDINO ENVELOPE- MANUAL ADDITI I, -THE'ERHAU­IDMIANY L TENSION STRESS 1155 ASI MATERIAL DIMPIOTED GRANULAR FILL I STRIC-1—1 BEIS LAN BE ADDED AT ANY PONT D11115 THE BATGHIN6 OR MIXING D LIGHT 6AU5F METAL LONNUOTORS JOIST HANGERS TIE DOR NS-SIMASOM STRONG-TIF J ID PRESSION PERPENDICULAR TO OMAN 425 PSI b OOMP—ON 9EP6 MODIFIED PROCTOR PROC,E55.FIBERS MAY BE ADDED TO THE­rFIFTE SCIIII'MORINO OR-AI.IN., OWNER MMFMMON PARALLEL TO IRAN 2,-FSI . TOERNO EVERY OTHER LIFT,EVERY li-0 MF OR TD THE CENTRAL MIXER OR TRANSIT MIXER BEFORE,DURING OR AFTER chiARSINS NE-AN NI BURNG LX F HORIZONTAL SH—PARALLEL TO GRAIN.PO PSI B. BACKFILL AL-ENTER-OF DUILDIRNS AT FROST WALLS,AND IN FRONT OF RETAINING THE MIXING TIME REOUIRED TO UNMJFE ADEQUATE DISPERSION ALL BE A MINIMUM OF Il AF 18 011 STREET g. E—VALENT BEFIFIC GRAVITY 0 STRUCTURES- [51 MINUTES OR MINIMUM 10 REVOLUTIONS AT MIXING SPEED DEFENDINS,ON THE TLIF OF _TCU -PRIN3C NY 12— * —I(TUI)IRCEADILATED UNITS,FSHAAED 11 1--SECTION MIDI WITHSOLID OR MATERIAL SUITABLE NATIVE SOIL MIXING FOUIPMENT AS-L AS MIX DESIGN. STRUCTURAL GOMPOSIE LUMBER FL-AND­SASED STRUCTURAL PANEL NESS LET b OOMIFITION—MODIFIED PROCTOR INTO AND BONDED TO FLAN6US,PROVIDE UNITS OOMELLINS WITH MATERIAL REQUIREMENTS OF TESTING EVERY OTHER LIFT EVERY 1000 SF AND Al STRUCTURAL OAPAIRIES ESTABLISHED AND MONITORED FOODEDINS,TO ASTM D 50S55 I MASCHILL BEHIND RETAINING AND/OR BASEMENT WALLS,OUTSIDE BUILDING IN,ELOPE- A. MAN -—HERNAEUSE,—1-1 MATERIAL COMPACTED DRANULAR FILL COMPONENTS AND GLADDIN&KIND PRESSURE TABLE(ASD) 6. WEB MATERIAL'.EITHER ORIENTED—11D BOARD OR IL—D—MIL NNO WITH D- p D,`MFAO ION—MODIFIED PROCTOR PS 1—MOD P52 EXPOSE-URE 1 TF-INO EVERY ENTNEI LIFT EVERY 1— tisan 0 FROADFININSOOMIL(NO WITH APIA-1-I-TORTMARKED.11 APA TRADEMARK 11 KALLS HH-LS I- ROOF OVERHANG O`E_`I INDIOATIRS NOMINAL JOIST DEPTH—ST OLASS,SPAN RATINGS MILL IDENTIFICATION AND A MATERIAL DOM—TED GRANULAR FILL REGION 11ELD) WITHIN S OF WITHIN OF WHIN S I WITHIN 6 OF E OFIELD) FIR COMPLIANCE ATT4 APA STANDARD n COMPACTION q5%MODIFIED PPIDTI, CORNER IF * BOARDS(SL PRODUCT DESIGNED TO BE USED AS A LOAD-GIARK.MEMBER-AND TO I TESTING EVERY IDOO SF EFEGTI VE GRADE RODAT BEARING ENDS COMPLYING WITH REMEAROHLEVALUATION REPORT FOR "IND AREA 10 100 500 10 100 500 10 100 500 10 100 500 10 100 S00 10 100 S00 10 100 S00 coNsur axss win Ma.e.amm A STS M, RE 1FH_J_I I—,-T D MATERIAL ALL-VENEER PRODUCT GR PRODUCT MADE FROM ANY C,OMDINAUON SOLID IFIESURP GENERAL O IWRA=R LUMBER­STRANDS,AND VENEERS G. THICKNESS 1-114 INCHESMU—ION) FNA]IM CONRTRUCAMN INC. D PRO'/IDE PERCORMANDE-RATED PRODUCT DOMPLYIN5 WITH APA APP-401 RIM BOARD D AEICN STREET SUITE 4n1 5-TD-S RINX NY128iil -F F--i�M--Vll--A--FM—IN.IL-115-1—NESS-AMA AND STRUCTURAL NOTES: CAST IN FLAGE GONGRETE NOTES: NOTE PRESSUPES—E SEEN 0-ATED BASED ON ASOH 1-10 AND FAILDRED BY D&FDP ISO 518.`84-4 AN—WITH-1 STANDARD COMBINATIONS.NO FU-REDUCTION IS ALLOWED. * FLOOR=17L.11NI III RATED SHEATHING,­—A RATED PANELS TONGUE AND GROOVE,-AN I-IN.AS'E.Ul"D TO SUPPORT INDICATED;EXPO SURE DURABILITY 1,SANDED �U RALIENGINEEIR DIAPHRAGM FOR LATERAL LOAD REMISTANDE AND TRANSFE1 TO DRAINS I FLOOR ENGINEERING STBLEM D 1115 HOLES 1 PERFORM V—IN AOO­­DE WITH,AGI nOl STANDARDS AND REDEMMENDED FRADTIOES 12D G—Ni—Y SUITE 114 INSTALL LONG PANEL F-EFFEENDIOU—TO FLOOR JOISTS A THE STFULT FIL DRAWINGS STALL ME USED IN LINJUNITION WITH THE SITEAOIJ RE GEMENT AND IOOM—ATE FROM SAME SO.—FOR ALL NORK ITELUU HE-5482 G. FASTEN TO FLOOR FMAMINO WITH 10D RING SHANK NAILS AND SUBFLOOR ADLESIE NAIL AI ITIOR)RAL,AND MEP DRAWINGS AND 6PEOFOARION6 E —CORM TO—1151 WHEN OINDRITIN,DURING"IT WEATHER ABBREVIATIONS and LEGEND MEAOINO&DO AT FLOOR DIAPHRAGM PANEL EDGES,AND ALONG BRACINGLINES,AND n EXISHINO CONSTRUCTIONINCIPMATION HASBEEN TAKEN FRIM REIDED DRAWINGS MADE 4 —1—TO—1 SE&I KHEN ODNOIETINO SCIINO—D KE—PI 12 oO AT INTERMEDIATE FRAMING MEMBERS AND SLOOKIRD AVAILABLE TO THE FISINEFF AND LIMITED ESLD IN IESROYTION 6Y ENGINEER . GEMENT ASTM D5O TYPE 1,­-NORMAL,DO NOT 0-MEXA-F OF IANJFADR­OF I ROOF SHEATHING APA RATED SHEATHING,s/.APA FATED PANELS,SPAN—III AS PEOUIRED -TR OTOR SHALL FIELD VERIFY ALL ELEVATIONS DIMENSIONS AND DINDITIONS GEMENT DURIN6 THE COURSE OF THE WORK. SUPPORT SPADING INDIOATEM EXPOSURE DURABILITY 1 PRIOR TO IIINHRANORN5 WORK. . FINE AND ODAISE AGGREGATES ASTM IS. I ROOF DIAPHRAGM FOR LATERAL LOAD RESISTANCE AND TRIN­TO MRACINO b OINTRAITOR STALL NOTIFY ARILITEIT/ENGINEER OF ALL DISORIEFFNIES FOR I ATTER GLEAN POTABLE AND NOT DETRIMENTAL TO OOMMETE ..IFINO NORTH ARROW SYSTEM. REMEDIAL-ION IF NEIAMMARf PRIOR TO 00NTINJINS,WITH WORK 9. AIR ENTRAINMENT ASTM 0260 GFA DDLUMN FROM ABOVE B INSTALL LONO PANEL EDGE PERPENDICULAR TO ROOT JOISTS IONSTPLOTIN PHASE SITE VISITS I -M-ASTM 0494 TYPE A-VVUTER RESCIRS OF CAST IN PLACE SIMMLIUSULON/CONTROL JOINT I I STEN To FIDF FRAMING WITH DD RING SHANK NAILS AT S 00 AT DIAPHRAGM PANEL A ALL STRUCTURAL RK MHEMNN OR MEEDIFIED IN THESE DFAARSM IS MJDJAIT TO RP— 10BONDING-NT SKA,ARMATIO I 10 FFOOEM SONDIRS AGENT,NO-SOLVENT THREE COMPONENT - F _�`_ ELEVATION-T IISI,AND--I.—ORS LINES,AND I-—AT INTERNED—FRAMING MEMBERS BY THE ­U151-1 OF RECORD PA-L'AS MAMUCAOICFED BY MKA OR EQUIVALENT. LL- DENTIEFLINE WALL SHEATHING-SEE SHEAR WALL SCHEDULE FOR ADDITIONAL SHEATHING AND NAILIN6 S. XSAIITM OF THE—IIIND TO BE DEFECTIVE IIA-IT DOES NOT IFFIT THE 11 NOR-SHRINK GROUT PREMIXED OMMFE)JND OINSISTINO OF NOR-METALLIC AIORO54TE GEMENT DIA DIAMETER [XX_YY I FOOTING ELEVATION RUOUIPIERINT;ATED REQUIREMENTS SHOWN ORSPECIFIED SPECIFIED SHALL BE OIRREITED BY THE OERTRALLOR AT NO 11ATTERRIDJONO AND PLASTIOZINO AGENTS;CAPABLE OF DELE OFINO MINIMUM COMPRESSIVE ELIV ELEVATION A APA SHEATHING,1/16"APA RATED PANELS,SPAN RATING ASMUDNR1EDTO FXTRAIDST To THE OWNER ISDIREOLED BY THE ENGINEER STIENSTRI—M—PSI IN43HOURS AND CCOPSIIN23D�S,M4NUT�NFFDnY�lVESTAR E EACH FACE SLOPE DIRECTION AND PITCH SPACING INDOFTED,EXPOSURE DURABILITY I I THE ION— ­SHALL NOTIFY THE DOMEF AT LEAST 12 HOURS IN ADVANCE TO ALLONI PRODUCTS,TNG.ORAPPRO/ED POIJIN ALENT ELEV ELF`F ATION I IN T LL LOND POISE PAPPENDIOU—TO­STUDS THE ENGINEER TOOMOISTURESELFCCLE REVIEWS AT TRIP COL—INS TIMES Is FOR RELEASE AGENT WATER BASED,NON TOXIC,ENVIRONMENTALLY FRIENDLY PRODUCT VW IDH I— EDGE OF DICK b. FASTENING HASTENINND RING SHANK NAILS AT I� - AT PANEL S AND 12PRIOR TO FIRST FOOTING ALIDEMENT "ILL NOT STAN—ORETE AMEERMMOISTUREOR ­F IMPAIR NATURAL BONDING OR SF — — Y EN.P.D AL AT­ZMEDIATE FI-115 MEMBERS b IT ODMILUTION OF FRAMING,IN.BEFORE ANT INSULATION OR WALL IIIIIINIS - IS AOTPRHOM OF COATING INTENDED FOR USE ON IONORETE I. EQUAL XF_ ROOF II_ I BE-I NALL SHEATHING-SEE SHEAR NALL MONFOULE FOR ADDITIONAL SHEATTINC,AND NAILINO ARE PLACED. 1S MIX I ERFTF IN AOIDIMANSE A-111 304 DELIVER OONVR�TE IN ASSOMOXNVE WITH EI �EACHVWY REEAREMENTS ST LITY AND TEMPORAIX SHORINS/5RAINS E` E�­NL A -R SHEATHING-ORIENTED-STRAND-BOARD EXPOSURE 1 SHEATHING FACTORY- I THE K HAS BEEN DESIGNED TO BE SELF SUPPOITIND AND STABLE AFTER THE 14 THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF 111 316,CHAPTER P NSUTUDF THE WATER- IxX"FOOTING MARKER LAMINATED JE BARRIER FACED WITH PRINTED FASTENER LOCATIONS.SPANCOMETISUOTION HAS SEEN COMPLETED. CEMENT RATIO AIR CONTENT,SLUMP ADMIXTURES,AND THE PLANT TO ME USED Is FOOTING—1 RATING AS RE—RED TO SUPPORT SPACING INDID,FTED 1/16 PERFORMANCE CATEGORY. THE STABILITY II THE--IF PRIOR TO DOMPLETION IS MILEL 1'THE IFMEON SIBIL11' is -T1 INIFES-ALL IENMST IF THE APPROPRIATE PROPORTIONS OF PORTLAND ITS IODTIO INSTALL LONG­PERFANDIOULAR TO X-­ IF THE OINTRAITOR CEMENT HAT—COARSE AND FINE AGGREGATE,AIR ENTRAINING—INT FIND NATER FIEDUINO -V GALVANIZED b MINIMUM FASTENING ZD RING STANK NAILS AT 3 11 EDGES PANEL FS s II I THIS RESPONSIBILITY EXTENDS TO ALL ASPECTS OF THE GSNNSLrCDTION AITIVILL AGENT FOR THE INTEND—AFFLIDATIONIML LAMINATED STRAND LUMBER TOM NUMBER AT INTERMEDIATE FRAMINS MEMBERS INCLUDING,BUT NOT LIMITED TO,IDBMIL,MAIETY,ERECTION METHODS,ERECTION 16 OVIDE CONCRETE TO THE COL—INS CRITERIA LVL LAMINATED VENEER LUMBER 5100 SHIFT NII.El • NAILS IN BF-I SHEATHING USED FORSHEAR-S ARE TO HAVE MINIMUM SPOIJENOE TEMPORARY SPACING AND SHORING,USE OF EQUIPMENT AND SIMILAR COMPRESSIVENT. —TO--I 1-1/2EMBEDMENT EDIMETISUOTION PROCEDURES REVIEW OF DONSTRUITION BY THE EN ONEFF-IS I OR FOUNDATION WALLS,INTEGRAL PIERS AND FOOTINGS-B-0 FSI _ ON DENER I ALL LIGHT SAIE METAL OSINEITIRS SHALL BE AS MANUFACTURED BY SIMPSOM STRONG-TIE ODNF­F Y-THE MESION ASPECTS ONLY NOT TO REVIEW THE DINTRAITIPS b ELEVATED-ADS AND SLAMS ON­­-4—0-1 AF POWER—TI—D IASTFXEI APPROVED EQUIVALENT.INSTALL IONNEDLIPS IN STRICT AIO—MANIF KITH MANUFACTURERS LONSTIRILTION III-RES SLUMP--4 INITES;BEFORE ADDITION OF"ATM IMMUIPM 6-N-AFTER THE FIX PER OFILLOUT vMU WRITTEN DIRECTIONS D _KOCO MEKTONTHEFART�THEEK61NEERAITHME6ARDTO�Ne��TION ADDITION IF KATtr REDUCER. IL PLATE 11 MANUFAILJR�D�FRODUOTS,IF STORED PRIOR TO INSTALLATION SHALL BE PROTECTED PRIVEDURE IS NOT TO BE INTERPRETED AS APPRI,AL OF THOSE PROCEDURES I MAXIMUM WATER TO GEMENT RATIO.O.5 FIT I-E-1,-1,E PRESSURE TPEATED' FROM THE KPATTLER THEY MRALL BE HANDLED KIRT4 CARP SO THEY ARE NOT DAMAGED.THEY F SHORING OF THE EXISTING STRUCTURE MAY BE NECESSARY TO INSTALL NEW STI—EAL 11 USE AOIFLERATNO ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY IPL PARALLEL STRAND LUMBER ROD INSALATION SHALL BE INSTALLED IN ASIORDANIF WITH THE PLANS,AND ANY SHOP DFAAR— -I ION—I SHALL 11-1 A LICENSED PROFESSIONAL INSIIIEI TO AR ITN RETAINING REQUIREMENTS USE OF ADMIXTURES,RILL NOT RELAX L-WEATHER PLACEMENT THE GROVE ME PUSHED-,I INSTALLATION­MHON-TEMPORARY­SLRUDU�N LOADS THAT CAUSE STRESSES BEYOND PROVIDE A SHORING AND.1—INI FL-TO I SUBMITTED 101 REVIEW I IUMEN— --I—ELL—ifERHE MESION LIMITS ARE NOT PERMITTED.SAFETY F-11O—I Al-FM BY THE INSTALLER TO 'i WEATHER OINSTICITION IROOEM­ iz USE CALCIUM EhULOR�STALL NOT ME PERMITTED. SP, SPRUCE FINE FIR 51ANN6 KEEP THE FRAMING STRAIGHT AND PLUMB AS RE—RED AND TO ENSURE ADE—TE LATERAL A IT SHALL BE THE OoKTRAOLOR S RESPONSIBILITY TO�NTINUOIJS-Y PROTECT-LS, 11 USE SET RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY TIS, TONGUE AND&R"`A SUPPORT C�THE INDIVIDUAL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL CON—PLE,MASONRY AND OTHER SUILDIRS MATERIALS FROM DAMAGE DUE TO GOLD ARON—TVIEN INFER T-TOP OF WALL F__Z�_7 D—NINO IS APPLIED TEMPERATURES UNTIL THE BJILDIND HAS SEEN TURNED OVER TO THE O—ER DO ADD AIR ENTRAINING AS,ENT TO NORMAL WEIGHT OSMORETE MIX FOR WORK INESSEED TO YLE Y""­ Is PLACE HORIZONTAL MEMBERS,GROWN SIDE Up THIS SHALL NOT—TEMPORARY ENCLOSURES NSULATED BLANKETS AND TEMPORARY 0, R.DO NOT AMM AIR ENTRAINMENT TO INTERIOR SLIME U.N.O.UNLESS IOTUD OTHERWISE IN—JIME.MU­ 1� IONSTISCOT LOAM.AIIII FRAMING ANL III.MEMBERS FULL LENGTH WITHOUT MARDES HEATING. si PLIO—NDIFTFINFIDERMANDEWITH AOLD1 AO—Z XINDAISO4 VII VFFIF F IN FIELD EARATOGA SPRINGS,NY 14 —FIE TOT AND GROOVE PLYWOOD IS USED FULLY UNIAOF TMR.JE AND G-EDGES ANY DAMAGED OR DEFECTIVE NO IN 4 MANNER APPROVED BY THE = ENSURE REINFORCEMENT,INSERTS EMBEDDED PARTS FORMED EXPANSION AND OINTI—ON -1-POINT is SECURE SUB-FLOOR STUATHINO WITH LONGER MOSE PERPENDICULAR TO FLOOR FRAMINO AND Ap-RISRTANINEUR JOINTS ARE NOT DISTURBED OURINS IONMEL,PLACEMENT WALL STEP LOIRFAITED-U-FILL WITH AND_HNNU,E STAGGERED AND SHEET ENDS OVER DEARNO ATTACH WITH MUD-FLOOR GLUE I ALL PROTECTIVE AND EOFFESNI AF­SHALL BE AL THE EXPENSE OF THE -. iRAPOR RETARDER-I-MIL WWF WELDED ARE FABRIC, No.I Descriptm I Date AND FASTENERS. I---OINSTALL IN AO PDANIE WITH MANUFADRIERINSTROTIONS AND METHODS. 11 AL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE FREMIR M SAFETY ANL PROTECTION a REPAIR VAPOR RETARDER DAIPIND LURING PLACEMENT OF—ORETE FAINFORONO A IF—IF TIE—D I LINTRUITOR SHALL BE RESPONSIBLE FOR INITIATING MAINTAININO IND SUPERVISINO ALL REPAIR KITH VAPOR RETARDER-MATERIAL LIF OVER DAMAGED AREAS MINIMUM 6 NCUiES; 11 IFF TO ISO 2304.9 1 FOR MINIMUM FRAMINO LONNEITION FASTENERS UNLESS NOTED SAFETY FIR—TIONS AND F—RAMS,IN OINN—TION VIITH THE­ AND""WATERTIGHT PER MANU FORMER S RECOMMENDATIONS OTHERWISE. B. 00NTlR OTOR­TAKE ALL NECESSARY PREIAl FOR THE SAFETY OF,AND 24 JOINT ELLER SEPARATE SLABS IN SPIDE FRIM VERTICAL MYRIFIES KIRT4 l/M SUFARIVION SHALL_PRO,­THE NECESSARY PROTECTION TO PREVENT DAMAGE INJURY DR LOSS TO BOARD OR ROID NTS ILL SIF DE—N— AL EMPLOYEES ON THE Rk­K AND OTHER FERSONSEKHOM-DE AFFECTED THEREBY. PL�JONTFILLERINFLOOR SLAG PATTERN PLACEMENT SEQUENCE.SET TOP TO ALL THE­AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED THEREIN ELEVATIONS ShOURE TO RESIST BY—T LINIFETE WHETHER 11--E ON OR—I Is SITE AND OTHER PROPERTY IT-I SITE 01 - III.INS LATIN UNDER SLABS SHALL HIIF THE I­1NO MINIMUM COMPRESSIVE STRENGTH. ADJACENT THERETO INILUOINO TREES SHRUBS LAWNS-1.PAVEMENTS ROADWAYS, A RESIDENTIAL,IFFOE USE,AND RESIDENTIAL GARAGE-25 PSI STI—RES AND UTILITIES NO DESIONATtV C�REMOVAL,RELOCATION OR B COMMERCIAL GARAGE-40 ISI REPLAIV-ENT IN THE COURSE OF III IJ - JOINTSEA-FI-ONE ART,ZERO—,MOISTURE OURINO SI—INE JOINT SEALANT SUITABLE— G. I— O�SHALL COMPLY ALL AFFREABLE STANDARDS(SEEDFIDALLY HIGH MOVEMENT BUILDINO JOINT APPLICATIONS INDLUDINO OSHA AND ANY OTHER STALE ADOPTED OSHA FROORAM)LAUNS OR s, DO NOT INTERRUPT S-PLACEMENT;DO NOT PERMIT-M JOINTS TO ODOUR. 11—SESC -LSM REGULATIONS IND OF—PS OF ANY F1.LIO BID L HA IINO JURISDICTION I—-I �5Z SOPPED STAMM ON 5RADE LEVEL MAIN-ININO S-FICE FLATNESS OF MAXIMUM 114 INCH IN 10 IT H iUE SAFETY OF PERSONS OR PROPERTY DI TO PROTECT THEM FROM DAMAGE,INJURY OR FLOOR SLABS SHALL BE FINISHED AM COLLIKIM IN AOIORDA Is VIITH AEI 301 AS FVLLOURS, LDSS,AND SHALL ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR—SAFETY A INTERIOR OR EXTERIOR M-FAIES TO RPOEIN F OJARRY TILE OR CERAMIC TILE WITH A AND PROTECTION.IONTRAOTOP SHALL NOTIFY OWNERS OF ADJACENT PROPERTY AND FULL SETING DID-WOOD FLOAT FINISH 1-1 NHKI­ 18394 UTILITIES ROIN EXFOUTION OF THE WORK MAY AFFECT THEM a INTERIOR B—CAGES TO RECEIVE CARPETING,RESILIENT FLOORING,SEAMLESS FLOORING, A. GONTRADTO2 SHALL BE RESPONSIBLE FOR ILL REPAIRS AND OTHER DOSIS ARISING OR THIN SET SERAND TILE-STEEL TROWEL FINISH IRON AN(.AM—FATTHE SITE MI­FNTTHAIFTE) I EYERIORSURFAG S-SROOMFNISHPERPENDlCULARTOPEDESTRIANTMAFFIL D,.,,by -11U E OONTRAOTORM DUTIES AND REMPDN I I OR THE SAFELY AND PI VTFOROK IF THE D IN AREAS WITH FLOOR DRAINS,MAINTAIN FLOOR ELEVATION AT-M,PROH rCAOIES WOFK-ALL CONTINUE UNTIL SJSH TIME A5 ALL THE WORK IS COMPLETED UNIFORMLY To DIANS AS INDICATED ON DRAWINGS. Chm.kad by Zeonls E WALLS AND FIRM I EX--I HORIZONTAL SURFACES-F-AND HAND TFOREL 6. EXPOSE.VERTICAL SUFFI-M-FILL RE HOLES WITH IIOjT SLURRY AFTER REMOVAL OF D1. 07 17 2X9 FORMS TO THE SITISFAITION OF THE ARINTELTAF—IREER PCS FINISH TO.SMOOTH AND UNIFORM TEXINIF 20 IMMEDIATELY AFTER PLACEMENT,PROTECT CONCRETE FROM PRE—RE DRYING,FXCISMVFLY HOT OF GOLD TEMPERATURES,AND MFEN4ANISAN_INJURY. 31 MAINTAIN GONSRETEWITH MINIMAL MOISTURE LO55 ATRELATIVELY CONSTANT TEMPERATURE FOR PER FOR H(TRATION OF GEMENT ANT HARDENING OF DONDREE. - EURE F—I ANA-C INS WITH 111 305,111 306,AND FO 306 SE LIOJ V MEMBRANE-C—INS CURING COMPOUNDS SHALL NOT BE USED ON FLOOR M-ASS WHERE PANT OR FLOORING IS SCHEDULED WITHOUT DEMONSTRATION THAT THE MEMBRANE GAN BE GENERAL NOTES REMOVED OR THAT THE MEMBRANE GAN SERVE AS A SATISFACTORY EASE FOR THE LATER APPLICATION. Sh BENTONITE HATERSTIF STILL ME A—11 OR SUP-BY TREIROO A MULTIPLE COMPOSITE KATE—I WHICH O—BINIS THE 6TRPNOT14 AND TOJOHNSMS——NVrNTI-- -11—VITH THE SELF-SEALING ABILITY OF 5IK—NI-DO NOT APPLY IN STANDING VhATIXI OF OVER SNOA WHENEVER AID,ALKALI OR SALT BRINE EXIST,OONMJLT TREMOO INSTALL s NDiiEM FROM SXRUF-FADE OF KILL S000 POST-INSTALLED AN6H0RA6E5: STRUCTURAL STEEL NOTES: STRUCTURAL SUBMITTALS: CONCRETE MASONRY UNIT NOTES: S. '0711712019 U Asti —pos, -li, P.m1 Elgi, —O� I I pe -it th 0 A ­ "P i hog"O".1- 13ALLEK [WTUCK f -y -p -p -t - ARCHITECTURE III 1AIA— —,U 11 Ill - OWNER: NE -AN NI BUNNG LLC 18 01\1 SION STREET STCO -PRIN 3S NY 12816 ,artisan GENERAL CiDiii E T-10 CON -11- TO D AEI- STREET SUITE ON 5 SRSTD-S SRI- NY 12811 518.-.9 04 3 U RALENGINEER SEAAN ENGINEERING TO S GR SHAM W AYSUITE 114 SHELEUR NE VTN5482 911.4913 l 1705.2 STEEL CONSTRUCTION vDRIFI­IE,N AND INSPECTION CONTINUOUS RDR­ID MATERIAL -RIFOATION OF HIOLFSTRINOT,, BOLTS, I— AND WA FRS. IDENTIFICATION MAP I TO ION— TO ASTM STANDARDS SPECIFIED1, -1 APPROVED LONST-OTION El 11 DOCUMENTS. b. MANUFACTURER'S GMTIFIOAHP OF O—IIIANOE El m­I_D INSPECTION OF HIGH-STRENGTH BILTIND SNUG -TIGHT JOINTS El 11 I, PRETENSIONED AND SIP-ORTI­ -NTS USING TJRN- DF-NJ­ITH AT­A7KlNI,­I­OFFSOLTOR El m DIRECT TENSION INDICATOR METHODS OF INSTALLATION. c. PRETENSIONED AND SLIP ORTILAT JOISTS USING ­ ­NNT ­HOJT MATO MARKING OR CALIBRATED El WRENCH METHODS OF INSTILLATION MATERIAL VFEl­ OF STRUCTURAL STEEL AND GOLD - FORMED STEEL -- FOR STRUCTURAL STEEL IDENTIFICATION MARKINGS TO El 11 CONFORM TO AISE 360 I FOR OTHER STEEL, IDENTIFICATION MAPKINOS TO DONE RM TO ASTM STANDARDS SPECIFIED IN THE El m APPROVED D—STRUITION -M- c. MANUF ILJEPE S CERTIFICATE OF COMPLIANCE El m REOUIRDD * MATERIAL VERIFICATION OF IFLO FILLER MATERIALS. IDENTIFICATION MARKINGS TO OONFO­ TO ITS SPECIFICATION IN THE APPROVED CONSTRUCTION El 11 D_uMDI_ b. MANUFACTURERS OPETIFILATP OF DO,tALIANDE El 11 lP_I1DD *INSPECTION OF -DINS --- STEEL I DOHNFL TE AND PARTIAL PENETRATION OROO JE El L.. • MJITIEASS FILLET —1D. El • SINGLE -PASS FILLET WELDS 5- El I R_UO AND SLOT MELDS F-1 5. SI FILLET WELDS E/16 m e. FLOOR AND ROOF DECK WELDS. 6. INSPECTION OF STEEL FRAME -NT -LS FOR DObAFLIANDF DETAILS SJEHI AS BRACING AND STIFFENING. El 11 I, MEMBER LOCATIONS. El El I APPLIANCE OF -NT -LS AT EACH DOINNECTI­ El 11 1704.5 SUBMITTALS TO THE BUILDING OFFICIAL 1­5-SJBMITT STITHEBUILDINIOAHOIAL IN ADDITION TO THE SUBMITTAL OF REPORTS OF SPECIAL INSPECTIONS AND TESTS IN AGGORDANGE WITH 1104 —1— AND DIRTIFIDATES SHILL 61 SJ611TTID 61 THE _I, OR THE OWNERS AUTHORIZED AGENT TO THE 6UILDIN6OFFICIAL FOR EACH OFTHE FOLLOWING. 1. GERTIEIGATES OF GOMPLIANGE FOR THE EA6RIGATION OE STRUGIURAL LOACA BEARINS OR LATERAL LVAD -RESISTING MEMBERS OR ASSEMBLIES IN THE PREMISES OF A REGISTERED AND APPROVED FABRICATOR IN AEOORDANGF Al— SECTION 1-104.].5.1 I DARTIFIDAT S OF DOMFLI,ANOF FOR THE SEISMIC QUALIFICATION OF NONSTRUITJEAL COMPONENTS SJRRORTS, AND ATTACHMENTS IN --WITH SECTION 105132 c 1IS­ * CERTIFICATES OF COMPLIANCE FOR DESIGNATED SEISMIC SYSTEMS IN III—DANOP WITH SECTION 1-105.13__ * PP- of ARE ONSTRUITION TESTS FOR SHOTORETE IN ADDOPDANDE WITH SECTION 1902.5 * CEPTIFIL TES OF OEMFLIENOF FOR OPEN VAS STEEL JOISTS AND -ST SIRDERS IN ACCORDANCE ILL SECTION 220-1.5 6. FRAL PROPERTIES POGUIR MENTS OF � DI 4 FOR IDLOISILITY AS SPECIFIED IN SECTION 4 OF N6 COMPLIANCE WITH THE AD 31B FOR RE PO AES 11 DONDRITI DOIELMID F41TH A STANDARD -1 THAN ASTM -I. THAT —I TO I WELDED AND 1. REPORTS OF MILL TESTS IN AOLO DENOE -N SECTION ED 2 5 OF EEI 312 FOR EOINF�VNO BARS COMPILING ILL STH -5 AND USED TO EESST FAINS PSA,ESTPTE­ILINDUCED FLEXURAL OR -AL FORGES MTHE SPECIAL MOMENT FRAMEO OF SEI PAL WALLS OR —ILIIO EMS L­OTINO SPECIAL STRUCTURAL ­ LS -ID FE- DSSNNO SYSTEMS - STRUCTURES ASSIGNED T� --ID DESIGN OFTED—L . I .,E OR F 1704.2.5 INSPECTION OF FABRICATORS 1704.2 5 - SPEOIL INSPECTION IF FABRILATED ITEMS WHERE FA5RIOATON OF 6TRUCLJRAL LOAD-BEARING OR LATERAL LOAD-RESSHNS MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATORS SHOP, SPEOIAL INSPECTIONS OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION EXCEPTIONS 1 SESOIEL INSP ITIONS, DURING FABRICATION ARE HOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND OJALI­ CONTROL PROCEDURES THAT PROVIDE A BASS FOR CONTROL OF THE -SHIP AND THE FA6RIGAAOR5 AGILITY TO CONFORM TO APPROVED GONSARUGAlONDOGJMENTSAND T.I.—I APPROVAL SHALL BE BASED UPONREVIEW -FASIDATIONAND QUALITY CONTROL PRO -DUPES AND PERIODIC INSPECTION OF FABROATION PRAITIOPS, SY THE BUILDING OFFIVAL 0 SPECIAL INSRE' IONS ARE NOT REQUIRED WHERE THE FA5RIOATOF IS REIISTERED AND AFFRI, PE IN AIDORDANDI WITH SECTION 1'104.2.5.1 170425.1 - FABRICATOR EPPROJAL SPECIAL INSEELTIONS, OURIHIS FABROATION ARE NOT REQUIRED IN— THE IOR, IS TO BE DONE ON THE PREMISES OFA FEBROATOR �F&ISTFRDD AND APERO� ED — PERFORM SJOH WORK WITHOUTSPECIAL INSPECTION APPROVAL SHALL GP BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AID RDRIODID AUDITINGIF FABRICATION PRAITIL S EY AN APPROVED SPECIAL INSPECTION ASINL L AT DOMFLETION OF FA,A FABRICATIONBRIDATON THE EREPOVID FEBR LATOR SH,LL SJBMIT A OPPTIFI­ OF OOMPLIANEE T I ,� THE OWNER 11 T. OWNERS AUTHORIZED EIENT FOR SUBMITTAL TO THE BUILD— OFFICIAL SPEOFIED IN SECTION 1-104.5 STETINO THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DO -MINTS ADDITIONAL INSPECTIONS VERIFILETI­ AND INSPECTION REQUIRED APPLICABLE 1704 2 STATEMENT OF SPECIAL INSPECTIONS 11 432 -SEISMIC F-E­RD'D,­ El m 1704.8 B - -D REQUIREMENTS El m STRUCTURAL DSS,EvATI­S I— 1 - STRUITUFAL OBSER, ATIONS FOR SPSMIO RESISTANCE El m 1'104.6.2 - STRUCTURAL OBSERVATIONS FOR IIID REQUIREMENTS. El 11 170511 - SPECIAL I— El m 1105 12 - -AL N-T- FOR SEISMIC RESISTANCE El 11 ­ la - TO—NO FOR ­­ RESISTANCE El 11 10514 - SERFOVO EIRE-PESISTANT MATERIALS El 11 1-10515 - MASTIC AND HILMES NT FIRE-RESISTANT IIATINIS El 11 1I0516 - EXTERIOR INSULATION AND FINISH SYSTEMS (EFS) El m 1-105.1-1 - FIRE-RESISTANT PENETRATIONS AND JOINTS. El 11 1-105.12 - TESTING FOR ­ CONTROL. El m STATEMENT OF SPECIAL INSPECTIONS IBG SECTION 1704.3 PROJECT.THE­lP LOCATION. SARATOSA SPRII— I OWNER. NFIMANN .­ LL —I,- ADDRESS. 19 DIVISION STREET SIR T-1 SAIIIIS NY ARCHITECT OF RECORD B,R , -K ARCHIT-LLRE ­­ENGINEEROF APTISIN INSINIPINS, PO RECORD. AS- IISDI LOADS FOR JIL111— D"'T"' S' OJILDINdGODS. BD (INTERNATIONAL BJILDINO GIDE) -5 THIS STATEMENT OF SPIDIAL, INSPECTIONS IS SJSMITTED AS A CONDITION FOR PERMIT SSJANDP IN ADD—D ILI WITH THE SA—IAL INSPECTION ­11-1,ENTS, 11 THE .­ D-1 IT INCLUDES A SCHEDULE OF SEPOEL NSPEETION SERVICES APPLICABLE TO THIS PROJECT AS WELL AS THE NEMS OF THE SPECIAL INSPECTIONS ADMINISTRATOR AND THE IDENTITY OF OTHER APPROVED AGENCIES INTENDED TO BE RETAINED FOR CONDUCTING THESE INSPECTIONS THE SPECIAL INSPECTIONS ADMINISTRATOR ­ KEEP RECORDS OF ALL I AND SHALL FURNISH INSPECTION REFORTS, TO THE 6UILDIN5 OFFICIAL STRUIT P- ENGINEER OF -OPD AND AECTITELT OF RECORD. OISEO\/EEPD DISERPRENCIES SHELL BE BROJIHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF -H DISOREPANOIDE ARE NOT CORRECTED, THE DISOEERANOPSSHALL GEGP- SHTTOTHEATTENTIONOF THE BUILDING OFFICIAL, - ENGINEER OF PPEOPE AND ARONTFIT OF RECORD. THE SPECIAL INSPECTION PR- DOES NOT RELIEVE THE DONTREOTOR OF HIS OR HER RISPONSIDILITISS, INTERIM REPORTS SHALL BE SUBMITTED ON A MONTHL f BASS TO THE BUILDING OFFICIAL OWNER/OWNERS AUTHORIZED AGENT SAR­RAL ENGINEER OF RECORD AND ARONTEET OF RECORD. A FINAL REPORT OF SPECIAL INSPECTIONS DODIMENTIND COMPLETION OF ALL REQUIRED -AL INSPECTIONS AND DOPPECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL ME SJ.MT-D PRIOR TO MANGE OF A DERTIED— OF USE AND 0-11-L 1' JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE —N --- PREPARED 6Y. OV NORS AUTHORIZATION. NEW ZE ISNALJEP DATA 6UILDIM5 OFFICIALS AOIF­ Opg OFES PETER OILINIS, PE ARTISAN INIIINIPIND AD SIONALI DATE, SCHEDULE OF SPECIAL INSPECTIONS IBC SECTION 1704.3 THE DONSTRUITION DIVISIONS WHICH REQUIRE SCHEDULE Ib' -IAL INSPECTIONS FOR THIS ARD -DIT ARE LISTED HIPEHIT4 ON THE DRAWING SHEETS. INSPECTION AGENTS FIRM ADDRESS 1. STRIDIPAL, ENGINEER PETER OPLONIS RE ­ GRAHAM F`A,l -M, 124 SHEL URNE IT I5422 ARTISAN D—INDERINO FO (802) 4PT-5551 SPEOIAL INSPECTOR TO GP DETERMINED TESHN6 ASENDL TO GP DETERMINED I OEOHEILKI­ ENGINEER OTHER NOTE. THE QUALIFICATIONS OF ALL PERSINNEL PERFORMING SPECIAL INSPECTION ACTIVITIES APE S16JEGT TO THE ERFROVAL OF THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR AND TESTING AGENT SHALL BE 6Y THE OWNER OR THE OWNER'S -H -1-D —FIT, AND NOT THE L—TRAITER OR ..—I — ADT OR --- WORK IS TO I INSPEOTED OR TESTED ANY CONFLICT OF INTEREST MUST BE DISOLOSED TO THE DUILDINO OF PRIDE TO ­MINDINO WORK. THE CREDENTIALS OF ALL INSPECTORS, ADMINISTRATORS AND LESHNO ­HNIOIANe SHALL BE PROVIDED IET '�_I THAT THE PORSIN ADMINISTORINd, THE SPECIAL INSPECTIONS PROGRAM DP A PROFESSIONAL ENGINEER ­DRIENEOD IN THE DESIGN OF BUILDINGS. 'I- 11 PROFESSIONAL ENGINEER - A LICENSED EP SPECIALIZING IN THE DESIGN OF BUILDING STRUCTURES OJN­IONS FIT ANOKIPRINS IN TRAININGAGI-DEFTAMERICANOINO ELF, INSTIMJTF CERTIFIED 00 ERETE FIELD TESTING TDOLNIDAN - GRADE I AE-EEI AMERICAN GINGRETE INSTIMJTF CERTIFIED CONCRETE LONSTR ELON I AD— AMERICAN CONCRETE INSTIMJTF CERTIFIED LA60RATORY TESTING TED4NIDIAN - ORIODS 1 AND ANISGWI AMD111- ll ­IN SOOFTLIFIT11111 WELDM6 INSPECTOR AW5�AI5C-551 AMERICAN WELDING 50GIEfY/AMERICAN INSTITUTE OE STEEL GONSTRUGTION STRUCTURAL TEIL IHSPEOTOR I IN ERNATIONAL I— O -NOL (CO) CERTIFIED SPRAY -APPLIED FIREPROOFING SPPEIAL NSRE— I—ElF. EXTERIORDESION INSTLJTF - )IFS THIRD -TL NSR­ ASNT AMDRIIAN SOCIETY OF NON TESTING -LEVEL 11 OR III OUALI­ATIONS OF II,SPEOHON -NTS MAY GP INDICATED IN THE SCHEDULE IN INSTANCES WHERE THE —IT— INIIIIII OF IFOORD DIEMS SUCH 11-11IIIITS ARE APPROPRIATE N Dl'lIDJ,AL INSPECTOR QUALIFICATION REQUIREMENTS MAL SP INVED AT THE DISORPTION OF' THE SPECIA LNSFELTOP IF THE INSPECTIONS ARE PERFORMED UNDER THE SUPERVISION OF A LICENSED RE 1704.4 CONTRACTOR RESPONSIBILITY EACH CONTRACTOR RESPONSIBLE FOR THE ­JITI­ OF 4 MAIN WIND- OR SFlSMO­­F­ R SISTIRO SYSTEM DESIGNATED SEISMIC SYSTEM OR A WIND- ORISMIGRESISTIN6 -LENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL .5MIT A NRITTFN STATEMENT OE RESPONSIBILITY TO THE SJILDINO OFFICIAL AND THE -PR OR OWNERS AUTHORIZED AGENT PR- TO THE COMMENCEMENT IF ­ ON THE ­ OR COMPONENT. THE C-R S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ADINOIL DIFFNINT OE AWARENESS Ob' THE SPECIAL PEOJIEDAIN­ OINTAINED IN THE STATEMENT OF SPECIAL INSPECTION. [WTUCK from your p—p-li— ARCHITECTURE I x.� I �� I A INGINEERIN THE GROVE EARATOGA EPHINGE NY No. I Description I Date EL. ll,'1EI 5 b.' E bAE F,mN,,,I,e, 18394 D,.,, by .I's DI, 07 17 2Di 9 SPECIAL INSPECTIONS Qnno VN U-1 NGRTH WEST WIN. .-1 1— IN. y -I-- I,— SECTION AND ENLARGED 11IN ENLARGED ELAN ­ III—L—EN WITH ---------- I IT. I—— PLANS -ANS 11 EYISTING MASONRY I" BPR .RATIN. I" GAR .RATIN. 5401 P�ppET SECOND FLOOR KE( PLAN - WEST WING I" GAR .RATIN. I L z al� n) ISAU I LEDGER - CLOCKING IT SPAN > j t xp (2J 1 ­ 1 14 ­ SL KING IT LEDGER SPAN IU SIJ 14 LC-�I 1 ­ 14 LVL 1 H 11 H H 11 . . . . . . ... .LEDGER L INFILL U.—N. INFILL EXISTINGINFILL EXISTING INFILL EXISTING INFILL EXISTING INFILL EXISTING INFILL U.—N. INFILL EXISTINGINFILL EXISTINv INFILL EXISTING KIN— 6D- .11D— EL— AND— DF- WINDOW .­­ 11IND— EL— KIND— EL— KIN— 6D ­A KIN— KIN— 6F-1 WINDOW EL— 0 R nnP- FRAMINtS - VqF-�T Av INFILL EXISTINv INFILL EXISTING KIN— DF—A KIN— 6F- WING N TES I ALL COLUMNS AND HEADERS SHOWN BELOW THIS FLOOR PLAN FL- -IND SH- DF ­ -SUE AND 5-- -IND RATED FOR ­ ­MHD WITH 1Oa RING SHANK NAILS AT 6 AND SJBF­ —H.Siv. NORTH BALCONY SEE SECTION AND ENL PLAN. -D [L—ATI— WITH ARCH I­ZAL PLANS EXI5TIN6 MASONRY "I"IN, A"N" -ET PARAPET 77 311 1 20 L 1 B/4 <20 LVL LEDGER LEDGER I E— KIN. -D F- K- PLAN - EAST WING 14 I AT 1. D .LOCKING MI —KIN. Mi, "IN 14 LV EI L520, L INFILL EXISTING NFILL ElISTINS INFILL EXISTING INFILL EXISTING INFILL Ell—IND KIND— 6U- KIND— 5EL— KIND— 5UL— KIN- 5UL— KIND— GU­ -402 ISL L GUAM GE LET INTO —INEI E-111DE S MINIMUM .EAP 1— � -D .RICK -T PAD zzz Z SF_GOND FLOOR FRAMING - EAST VN U-1 NDRTH WEST WING -.-D IT- -L ELAN 111 - ALL HEADERS ARE TD 11 Tll AT 12 11 11 AT 1� TJI 1 4 TJ DBD AT 12 14 T] AT 1� i aw T, AT 1, "'4 AT 16" WINDOWOPENING WIND- OPENING WINDOW DNING WIND- OPENING VIINDOW OPENWINDOW OPENING ING ROOF FRAMING - YiE5T WING -AL. 3/16•=1'-0" HEADER E)GHEOULF N - HEADERS ARE Ta EAST WING �.E ILJEH FI-- H2 Hi H2 - ----------- --- - --------- -- - z -D FLOOR KEY PLAN EAST WING lfp 1 3/K 1 lfp 14 LVL El � l� a° rJl AT 1� --- ---- ---- T Z�' ljlll LED ...... 77 Z7 ZZ, INFILL WALL INFILL WALL TXOSTINb L CHIMNEY WINDOW GPENIN6 VIND-1 DE -1- BE REMOVED Q x +b ro GG IIF Y EXISTING -HIL LINTEL AB,El I ALL OPENINGS. TlF--- EXIST- LINTEL SDL-N GL TO VERIFY EZE AND D -I-E- ENGINEER NOTIFY -- AND STRUCTIRAL ENGINED` T 11 TI VERIFY EXISTING STEEL LINTEL SIZE ABOVE ILL OPENINGS. N -EY -1 DT AND --JIAL H -KNEE 1314,14 - ROOF FRAMING - EAST WING Z Z51M _ z 7'7'I'NSILATION M / I 7' � m HX402 I L�E TAPERED ROOF SEE ARCH , ,S SPAN ARCH AT ,S PLANO EXISTING BRICK SPAN SHEATHING Dli ­ APPLIED TO�_l 11, ]x WALL AND SHEATHING, SEE PLAN AND S:.HEDULE ,7 7' 7' 27Z EXISTING T6RIG 74/ —7- �-_L.Y_� 4 L 'Ill 11, se,, T' 7� �O 51M Sao mv -IN 'L Z Z 7' y 51M 2 717- —TIN—IS -11,S -14 -INS -TIN— AT MULTI-V­ WALL I -Z 7Z Z7Z77' BLOCKING -- — — — — — /-1 -STS, PLAN I — — SHEATHING -1 -STS SEE T S-D SH -1- AIL EXISTING ST _u- - T- 1- SYSTEM:� 222 z z1Z Z 71 71 AIL I TILE I- I—IM —L15t FLOOF 1 10 :22] TYPIC;AL SECTION THROUGH EAST WINO ADDITION TYPIr-AL EJECTION THROUGH WEST WING ADDITION 5/8'R SHEATHING JI RAFTERS SEE PLAN ,S SPAN ARCH AT ,S PLANO EXISTING BRICK SPAN 7� 4 51M 540 5/D" ROOF SHEATHINb 540 402 LVL H--- PLAN z ___--DDFSHEATHlN5 TJI —NER, 5EE S' DULE DIR TO PLRN AND SCHEDULE EXISTING —T -N -HE BRIX LL 7 5402 -Z 7� FL— FUR71— AND —Hl—, C--N— /;ITH ARCHITEcruRAL 1-1 AND D—Ll TILE FLOOR 5Y5TEM SECOND F— SHEATHING :11 5EC-TION THROUGH EA5T BALCONY ADDITION 5 3I FRAMING CONNECTION FASTENING —IST TO SILL OR GIRDER I T— NAILS BRIDGES TO JOIST — — NAILS 2 SJBFL0ER TO —IST OR GIRDER 161 COMMON BLIND AND — NAIL SOLE ELATE TO —IST OR BLOCKING 16J COMMON AT 16 11 FACE NAIL SOLE ELATE TO —ST tIR n—INI, AT nR�D WALL PANEL ]'a `­HM,BN AT 16 11 FACE NAIL WALL PANEL —1 -ATE TO —D COMMON END NAIL TDR --E TO —D d BOA( END NAIL STUD TO 2, — EL— SI E,E— — NAILS OR T2) 161 COMMON END NAILS STUD TO 3x —LE PLATE (4) Ba -- TOE NAILS tIR <2) 2Id BOX END NAILS DOUBLE ST1DS �a �— N AT 24 FACE NAIL DOUBLE TBE PLATES a — AT 16 TOP PLATES, LAR SPLICES AND INTERSECTIONS �) 16I COMMON AT I—AAD (IB ) jSa B R— U— - 1 ..ED 0S — NAILS B-1— BETWEEN —STS OR RAFTERS TO TDF PLATE (-) 8d COMMON — NAILS RIM JOIST TOP PLATE BE _M— a —NAILS —TIN—S HEADER I PIECES FULL LENGTH — COMMON AT 16ED— CA HEADER — NAILS I ILIN6 —ST TO TOE PLATE (-) 6a —N — NAILS E-1 J—HEADEETUISTUD (4%8d -- TOE NAILS IF�L�I, N —STS LIES —R- EARTITIPARTITIONS��- COMMON NAILS EE L N—STS TO PARALLEL RAFTERSd COMMON FAGS NAILS RAFTER TO PLATE SI —N T— NAILS SHEAR WALL OR DIAPHRAGM NAILING 10d COMMON RNS SHANKED PER SEEI, OR SCHEDULE ---CONNECTIONS NOT LISTED — BE PER IBI, MINIMUM CONNECTION RE—EMENTSF--- 4 ] TYPICAL NAILING SCHEDULE (UNO) —ST SEA— MIN B MIN I -IST SEAMAX — O x DO NOT MIND MIN OVER -T NA In — — — — — — — — — — — — — B, "D'I MAX NOTE 1 NOT NOTCH B,ET—M OF JOISTS OR BEAMS 2. —SDETAIL —SN—Y— I —STI, NOTCHES, HEN -ES, AND —ED EUTS ALLOWED IN —STS —Y I HOLES SHILL BE DRILLED IN IL —STS s. NOTIFY ENGINEER ERI— TO —NI, OR DRILLINI, B— Y`A— UNO NOTCHES OR HOLES IN STRUCTURAL JOIST FRAMING 1- S a Nio N. COMMONGOX GGMMON COMMONCOMMON —MIM LAN— HANGER RING -AN.rD NAIL NAIL ol- 0.129 0.131 0.148 0.148 O 149 IT SHEAR WALLS AND DIAPHRAGMS NAIL PENETRATION — DE 1 MINIMUM I FRAMING TYPICAL NAIL DIMENSIONS AND 31 DIAMETERS PLATE HOLE SCHEDULE I—L USE ALATESIM MA—LESIM 21,4 F NON TRI- --H—U. AT —D PART. 4114 _71 6RG WALL OR SHEAR WALL 2x6 2 114" MIN Vl'5 MAX IL 11A AN. STRAP STUD MIDTH ao MTOP OR 60 O W PLL PLATES DRILL NEAT MIN HOLE PER EDULE 0516 STRAPS —H WHERE MINIMUM TO EACH Sl— OF .—uRs AB. FE EACH 1— 1— - — PLANS PENETRATED STUD SRA- - ADDITIONAL SAY— ADD SURA -1— STUD RROUREMENTS BE— HOLES IN WALL STUD AND PLATE FRAMING 1-111 14 /ZS—N 7RE—MEN—�ALL E—E — END JOINTS UNLESS ESS OOTHERWISE INDICATED BY PANEL MANUFACTURER 4U'ER PANEL EDGE NAILING SEE SPEC OR DETAIL NEME_AND.11 SHEATHINGMA—E NOTES APPLIED VERTICALLY —11011—TALLITE FRU,MIN5 PLYWOOD SHRATHINI, MUST BE APPLIED HORIZONTALLY TO FRAMING. 11 TYPICAL WALL SHEATHING LAYOUT Scale 3,4 -D 8 1/e" bPP SHEETS PER APA SPECS DIAPHRAGM OR SHEAR WALL E— NAILING, EACH SIDE Il= —INT N T,S MINIMUM -1 z: F— MINIMUM—' FRAMINGMEMBER SEE PLAN —DULFS NE'T. SHEATHING SHEETS ARE —SE—LARGE AE POSSIBLE, A MINIMUM OF 12 1 24 NAIL LIU— SHALL BE DRIVEN FLUSH WITH — LAMINATION OF SHEATHING. — TYPICAL SHEATHING JOINTS (HALL, 2 ]FLOOR, OR ROOF) Sc1Ie 11 = - —1 111 OF THE L-IAIT HOLE (MIN) ONLY RCIJ.B HOLES AND ONLY IN THE CENTER EI= BEAM E-lB L— --T N. .-AN ALLOWED BEAM DEPTH HOLE SIZE HOLE ZONE EOR UNIFORMLY LOADED BEAMS ONLY —AR HOLES ARE — ALLOWED. NO HOLES IN —LEVERS 51/2 NO HO S IN LEADERS OR BEAMS IN ELANK ORIENTATION SEE ILLUSTRATIFOR - -IINED HOLE —NE ALLOWABLE HOLES IN LVL BEAMS AND HEADERS-) S -I 514 1-D NB— 11 DOOR 1-11 OPENING —FIRM WITH ARCHITECTURAL BR—N.. STUDS SD, HEAVIER SCHEDULE OR ELAN "a AT 12 " TYPICAL EACH LATER AS —J—B TYPICAL HEADER/JACK/KING STUD 101 SECTION 16 4-1 MINLAFUND LOWER SPLICES .NL I TO OVER —B OR 11a D -.LE LEADER T NREIL IT EACH —T— PLATES SPLICE Till— ry 1.11 -.URS FASTEN ry 1 31 AND . 11 Wr SIM—N S— 11 MEMBERS SI,REW5 AT 16 1. A. 9HO11N FASTEN - Bm—N SDSI/4x3 1/2" SCREWS OPTION. —TS AT TR—ER SCREWS AT IS ED EACH 5" LONG TR IS— ..RE— AT IS ZT4 MEMBER' FASTEN V1 (2) 1 MM MBERS 111TEN VL —N "" — 1AND 3 SIMI— — /4x3 11 — AT 1� — AS —R— IT la I. AS OETIVN S L01. TRU-- SH—N —REAT - I. STAGGERED OPTION.6-3/4 LOKI, EACH Sl— AS T7JSS—K SIRE— AT 24 x STAGGERED EACH SIDE AS -I— I MEMBERS MEMBERS SIM —E— I,aSTUN - 112III AT 1. AT 1. As --N OPTION. 6-314 LONG TRU- -EAT 4—EEED EII—N (3))S --AU -NS EACH si— AS SHOWN. —JB -.K SCREWS AT S I, ONE SIDE. NOTE. --- BY FASTENMASTER MULTIPLE MEMBER LVL CONNECTION DETAILS 1212HT TEE STRAP BY SIMASDN OR APPROVED EO I—ENT PROVIDE ,212L AT SINGLE BEAM AT BE— END RR—Dr 12121 STRAP BE— SEE PLAN E— SEE PLAN FOR SEE MOOD POST SEE PLAN BEAM BEARING ON POST DEPTH TJI SIZE SIM- FAGS MOUNT HANGER SIM SON TGE MOUNT E HANGER 90 1152.3"1/11 DD IT52.3-1, 11.55 ll7/5" �e0 1152.51/11 DD IT52.31, 11.55 550 1153.56/11 26 IT53.5&/11.55 -.O IU523-1/14 1- 3-1/14 14" 360 115231/14 1T523-1/14 560 1153.56/14 IT53.56/14 REFER TO SPEGFIG ERODUOT INSTALLATION INSTRUCTIONS FOR FASTENER SIZE AND QUANTITY. FILL ALL NAIL HOLES DO NOT OVERDRIVE FASTENERS DO NOT a' IITITE xRENS EOR NAILS. USE GALVANIZED GONNFCTORS WHEN EXPOSED TO WE ATHEr. USE ASTM A153 GALVANIZED FASTENERS FOR 6ALVANIZFD CONNECTORS L3Y3x3/6 x. 3LONG HOLD- DOWN BRACKET WELDED TO SIDE OF H666x4. 1" SETBACK (� PROVIDE 9/16'm HOLE EOR DRAINAbI lyL LE -11 BEARING -14-5 13 LONA B F 3 (GATED ANGLE WITH Ir ANGLE WELD TO INSIDE Fa6P FACE OF -BE _) - /5'm A36 THREADED Ha6x4x1'4 i4 PERIMETER RODS SET IN HILTI HY 210 AND SCREEN TUBES —H -BE FRAME BALCONY -,-I/5" EMBEDMENT WELDED TO RACKETS — — — — H555x4x I/4 NP 5 -------- Tl- HB­ 1/4 _ SETBACK e 1/16'0 HOLES END GAP m P } TYPICAL BRACKET VERTICAL EI E — TYPICAL BALCONY BRACKET —IL ,/B =,-G GAP ARCH VERIFY GUARD RAIL BY OTHERS FLASHING PER ARCH GAR --TING SEE III BALCONY PLAN HSS6x4x1/4 L2 1/4 BEARING ANGLE - WELD TO INSIDE FAGS OF -BE PERIMETER GSx9 TlP 3 12 SECTION AT CENTER OF BALCONY BALCONY RAILING, 61' OTHERS L3<3x3/e'<3" LONG HOLD-DOWN BRACKET ____ WELDED TD SIDE OF H556x4. PROVIDE 4/16"4, ------- -------T- HOLE BAR 6RATIN6 TFL-=__-----------_ SEE BALCONY TTI IT TI R�Ir IT TI IT TI � FLASHING PER ARCH FRAMING PLAN IY"X4"xO'-5" x 5" LONG FABRICATED ANGLE WITH A35 THREADED RODS SET IN HILTI HY L2x2xl/4 2'10 AND SCREEN TUBES WITH -1/5" EMBEDMENT. BEARINb DANGLE. WELD (III II (I II II T NSD_ FAGS (I REMOVE BRICK GGl(�INA EOR BRACKET OF TUBE IyIF LJL �Ilgl ITJL LJI L_ ATTACHMENT PERIMETER TO. SECOND FLOOR SHEATH( -BE FRAME BALCONY NFLDED TO BRACKETS '-- w SMPSON DTTEE WITH 1/2'4, THREADED ROD _TYPICAL LEDGER SEE PLAN BTEEL 6RAGKET. u55sx4x,/a o 1st F�aaR RaaF— „i' - -LE END GAP - 4, A36 THREADED ROD THROJ6H H55 TYPICAL 2RACKET AND SET IN HILTI HY SIO AND SCREEN TUBES V+ITH -1-1/6" EMBEDMENT. TYPICAL OF TWO LOCATION. COORDINATE BOLT LOCATIONS WITH l BRICK GOJRSNG SECTION AT EDGE OF BALCONY BAR GRATING A—MED TO BE HOT -DIPPED GALVANIZED, PRESS -LOOKED 6RATIN6 WITH 1"x6/16" BEARING BARS SPACED AT T/,6" c 6RATIN6 TO BE M—O OLS 6GM-F- GLOSS MESH (}P-4}ADA OR APPROVED FOJIVALENT. ALL EXTERIOR STEEL 15 TO BE HOT -DIPPED GAL/ANIZED AND PAINTED PER ARCH BPEO COORDINATE FINISH WITH ARCH IB 5401 MITER AND WELD ORNERS 556 411/4 uSSEI—E4 STEEL BR OL— STEEL x1/4 BELOW - STEEL 6RAGKET b' b" } BELOW ARCH VERFr d y , { p N 1"GAR RAT Nb ay N } fh l 2" Er�HRGATED NLE �JJPPORT, nl t7 ------------ -- — SEE ' E - T IN WELD CHANNEL tt) O PERIMETER -BE, TYPICAL EACH SIDE FF LVL ALIGNED WITH BI— _H GOORDINATFI LOCATION IN FIELD 11 TYPICAL BALCONY FRAMING PLAN 6c 1. ,B -, FLASHI16 PER ARCH 1B SHEATHING ( Si 16"x4" ARK RBB SCREWS 2x6 —IS AT 24" ac INT O EAGu RAFTER, TfPIGAL TAPERED OF IN­ATION, SEE ARCH r— i SJ8" ROOF SHEATHING lV - ui RAFTERS, -E PLAN - NEv+RaaF su_arulNG L — _ 125' ATTACH RIM TO TWO lOd�' NAILS (ONE INTO EACH FLANGF) LVL RIM JOIST AND 11 SHEATHING FILLER BLOCK FASTENED TO TJI WITH (6) 10a COMMON NAILS BIMESON H25A HURRICANE TIE, Tl EOU,L EACH -T ­ BX WALL AND SHEATHING, SEE PLAN AND SCHEDULE WE5T WING ADDITION FRAMED PARAPET ADHESIVE ANCHOR ASSETI NS I. MINIMUM WALL THIG_NESS THREE W THIS _. ANCHOR TO LOWER ROOF CLAY TILE. 1S MINIMUM A ALL EXITING WINDOW OPENINGS BELOW FLOOR ARE TO BE UNFILLED "IITH 6ROJT FILLED GMU - ANCHOR TO UNDERSIDE OF GGPI NG. 4" MINIMUM 4. ANCHOR TO SIDE OF ANY OPENING. 16" MINIMUM 5. NOTIFY ARCHITECT AND BTRUGTURAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. ,/2' 4, AB6 THREADED ROD AT—, 2x WALL AND SH_ATHIN6, STA66ERED SET IN HILTI uY 2T0 AND SEE PLAN AND SCHEDULE SCREEN -BES WITH }1/5" EMBEDMENT 12)1/2"m A36 THREADED RODS AT 16" ac FLASHING, SEE ARCH SET IN HILTI HY21 AND SCREEN TUBES WITH _-12" EMBEDMENT EXISTING METAL FLASHING TO BE3/4" FLOOR SHEATHING REMOVED. COPING OVERHANGING INTERIOR FACE OF PARAPET TO T. .SECOND FLOOR SHEATHINb 6E GUT FLUSH WITH FACE OF I BRICK. FR—DE IT 2112 NAIL— J F TJI JOIST SEE PLAN TJI UAN6 SEE SCHEDULE EXIBTIN6 MULTFwttHE BRIG_ WALL (BJ 1 3/d x BO LVL PROXIMATE LINE OF `ROD LEDGER / TD -F- ROOF I ---- EXISTING STRUM -RAL CLAY TILE FLOOR SYSTEM WEST WING ADDITION FLOOR LEDGER TO EXISTING PARAPET I" GAR 6RATIN6 L2x2<I/4 H556x4x1/4�� GSx9 21211/4 H555x4xii4 ��� f I H5561411/4 H555x4x1'4 \ Hs5Bx 1/4 1_01TYPICAL BALCONY AXONOMETRIG Bele. ADHESIVE ANCHOR ASSUMPTIONS I. MINIMUM WALL THICKNESS. THREE WYTHES 2. INOHORTO WINDOW/DOOR HEAD 6" MINIMUM ANOHER TO SIDE OF ANY OPENIN6. 16" MINIMUM 1. NOTIFY FIOTITEGT AND STRUM -RAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. TAPERED ROOF INSULATION, BEE ARCH (2) 1/2'm A36 THREADED RODS SET IN HILTI HY ATO AND SCREEN TUBES WITH 1-1/6" EMBEDMENT SEE NOTE BELOW FOR SPAGIN6 ROOF SHEATHING — TJI RAFTER SEE PLAN ' O. NEl4 ROOF sHEATHIN� F � E TJI JOIST HANGER, BEE SGHEDULE� i2) 1 3/4 x 14 LVL DGER Hr— TIORT HEAD HEIGHT ANCHOR SPAGIN6 NOTE I. AT IB" ac JOIBTS, PROVIDE (B) 1/B"m THREADED RODS AT IB" a _. AT 16" _ JOISTS, PRITIIDE (2) 1/2"m THREADED RODS AT 16" ac WE5T WING ADDITION ROOF LEDGER TO EXISTING WALL ADHESIVE ANCHOR A5`J-JMPTIONS 1. MINIMUM WALL THICKNESS. THREE WYTHES _. ANCHOR TO LOWER ROOF CLAY TILE I6" MINIMUM A ALL EXITIN6 WINDOW OPENINGS BELOW FL- — TO 6E UNFILLED WITH GROUT FILLED GMU ANGHER TO 51DE OE ANY ENING 16" MINIMUM 4. NOTIFY ARGHITFGT AND STRUM -RAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT THAN BROWN EXII5TIN6 MULTI --F 6R A L B) 11' S A36 THREADED RODS AT 15" x SET IN HILTI HY SIO AND -EN -BES WITH F-- EMBEDMENT EXISTING STRUM -RAL CLAY Lz TILE FLOOR SYSTEM V+ITH CONCRETE PERIMETER BEAM 3/4" FLOOR SHEATHING iASS1MED) TJI JOIST, SEE PLAN O. SECOND FLOOR SHEATHIN. Ad_� 1/^ TJI HANGER,SEE SCHEDULE f3) l 3/4 l4 LvL LEDGER EXISTING STRJC-RAL CLAY TILE FLOOR SYSTEM TI lat FLOOR ROOT Nr - ID WEST WING ADDITION FLOOR LEDGER TO EXISTING WALL 5 FULLY —OUTED GMU Exi—IIN6 STRUCTURAL CLAY BLOCK INFILL TILE FLOOR SYSTEM WITH CONCRETE PERIMETER BEAM A S MED) BGTTOM OF NEW LEDGER, EXISTING MULTI-WYTHE SHOWN DASHED EOR 66RCK WALL O O O REFERE6NGE OOH OOH ETISTIN6 BTRUGTURAL CLAY TILE FLOOR SYSTEM EXISTING WINDOW INFILL BELOW q NEW FLOOR FLASHING PER ARCH 2x6 STUDS AT 24" ac lit" SHE-- 1 Q) ^T I SRI 'SE SCREWS INT. EAG. RAFTER, TYPICAL TAPERED URED —DF IN—ATI—, SEE ARCH NGTe SHEATHING T . NEW 1-1-FIEDETAILS FOR _ �V FLUSH L, L HEADER, E PLAN %--I —ST SEE PLAN 11 HANGER, SEE SCHEDULE WALL AND -F,FTNIN._�' SEE FLAN AND SCHEDULE I -41 EAST BALCONY PARAPET DETAIL (Z 1/2 THREADED RODS AT 12 B --- SET IN HILTI HY 21D AND SCREEN TIDIES WITH z ST. r—, SLEATNING z TJI RAFTER SEE FLAN T DNEW 1— BHIATFIN- I K' Ll III TI /LBLOCKING 17 .IT,,L N RAFTERS Z— 4 SM,SDN mi- 3 /11 HANGER. PAD EXISTING MILT -1/1—I OUT S,DTH SIDE DF TJI WEBS 6RGK WALL LVL LEDGER SEE FLAN EAST BALCONY ROOF LEDGER DETAIL SIMS—M FAGS -MOUNT HANGERS SEE DETAIL LVL LED6ER BRAKES AT WALL SETBACK D NEW ROOF SHAATHIN6 F1 LVL LEDGER— 2 (6) 1/THE—FE —S SIT IN HILT HY 2- AND SCREEN TUBES WITH,_l/S EMBEDMENT. f2) 2x6 POST EMSTI— DOOR ED E. UNINI WALL SETBACK LEDGER SUPPORT POS -)T ATTACHMENT I—IZ-ZZ-14 , 6RCK WALL Z— Z- -16— 6 STEEL ANGLE EACH SIDE - MULTI— —L EXTENDZ— sI—.D .PENIN..X -4 ZL 1/2'0 ASE THREADED RWITH — M—NRY —IFN TUBES IN HILTI HY 2- ADHESIVE ANCHORSYSTEM MINIMUM EMBEDMENT — RFPLATE —/ FIELD WELL. D TO ANGLES 11 MULTI-NYTHE BRICK LINTEL DETAIL PM ARDH 11 -.ATN— AT E'l 11�FLASHI'N6 INTD RAFTER TLEIDAL UITTII4 "TH4T Tj�l --S SE. FLAN L —ARE—H—TIN6 A--,'Im T- , IT,I 1%sN12LS(ENE INTD I— FLEN�)LVL RM —IST— AND 1 SHEATTI— FILLER B—, FA-. FASTENED TO TJI A— (6) 1Od —MDN NALS T T. TJI HURRICANE S M IMA—N - 5. IURRI NE TIE TYPICAL FAEN —TER 2. —LL AND SHEATHINE, SEE FLAN AND SCHEDULE EAST WINO ADDITION FRAMED PARAPET SA- ADMIS iF ANCHOR ASSJMETI—S 2I MINIMUM THICKNESS: THREE 'THES ANCHOR TO LOWER RE -F GLA( TILE 13 MINIMUM I ALL EXITING Lill— OPENINGS BE— — ARE — BE UNFILLED /11TH S—T FILLED L- FAIEN"T' UNDE SIDE DE COPING 4 MINIMUM I ANCHOR TO SIDE EF ANY OPENING I& MINIMUM 5. N—IF ( ARCHITECT AND STRUCTURAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. 1 /2'0 — THREADED ROD AT — — WALL AND SHEA-1— STI.—E. SET IN HILTI HY 21D AND SEE FLAN AND SCHEDULE SCREEN TUBES WITH -1-IFS EMBEDMENT i.) 1/� I — THREADED RODS AT 16 FL—N. SEE _SET HILTI HY 21D AND — TUBES /11TH 1-1 EMBEDMENT Uxl-N�MIT- FLASHING TD BE ___ -- — �11 FL DR -11TH111 R INTERIORDF PARAPET BEGUT FLUSH WITH FAGS T D SECOND IT— BHEATHINE BRICK __.E �T 2— —TJI —ST SEE FLAN TJI HANGER. SEE SCHEDULE eXIS— MULTI-WYTHE .11— I—L -z t 1 DLU 1 2D LVL APPROXIMATE LINE DF LEDGER fRGDE TD l6tFLOOR ROOF AIL Z— F77' 7 z TILE I'N6 STRUCTURAL GL AY I— SYSTEM EAST WING ADDITION FLOOR 10 LEDGER TO EX15TIN& PARAPET 2. WALL AND SHEATHING, SEE FLAN AND SCHEDULE FLASHING III ARCH 1 SHIM AS ­UIE'DL" MAINTAIN DRAINAGE STORE OR N111 IL' TN" E—DINALE A- U11ST1— sTDNE —11N. PSL 6EAM LET INTO —1., 6EYDND, BE. FLAN INFILL PANELS BETINEEN 5� BE T. ALIGN WITH EXISTING BALUSTERS AND TOP .F —N, COPING —N INE PER ARCH COORDINATE WITH ARC DETAILS EXISTING STRUCTURAL GLRY TILE FLOORS,—m O. SECOND FLOOR .I Z— Z— r—N6 MULT-KYTHr .Rl— WALL EAST BALCONY HALL BEAM .-E COHESIVE AN— ASSUMPTIONS: I MINIMUM WALL THICKNESS THREE N -TES 2 ANDH R TO KIND— HEAD 6 MINIMUM ANGHER To Bi — ANY DEEKIN6 I& HiNimum 1. NOTIFY -- AND STRUCTURAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. NOTIFY ARDHIMEDT AND STRUCTURAL ENGINEER DF STEEL LINTEL Sl— AND —1— z �2,11— AD6 THREADED RODS — ac SET IN HILTI HL 21D AND SCREEN TUBES 1-1— EMBEDMENT 5/&" RDGF SHEATHING -1 —T— -I PLAN O. NEW —DF STFATFIN6 /z�z ZL TJI —ST HANDER, SEE —IDULE (2) 1 DLU , 14 LVL 1 L --R z Z— -Z\ -Z _N]INDDJN/DDDE LEAD HEIGHT -Z -Z z EAST WING ADDITION ROOF 51 LEDGER TO EXISTING WALL ADHESIVE AN— F—JMR I I MINIMUM —1- TN1— THREE KYLYES ANCHOR TO -- RDDF GLA( TILE 16 MINIMUM I —EXITI— lIN-1OFEN1NSSSE—F—R ARE T. DE UNFILLED WITH .R -T FILLED —1 D _" TDSIDE DF AN —NIN616 MINIMUM 'l NOTIFY ARCTITF� AND STRUCTURAL ENGINEER IF FIELD DDNDITI—S ARE DIFFERENT THAN SHOWN. EXIST— MJLT— �z sri— K-1 11 1 — THREADED R—S AT n, 11 �z SET IN HILTI HY 21D AND —1--N I.E. z WITH Il/S FNSEBN-T� Z F—IN6 —RAL -AY /z TILE FL -ER — WITH l FLOOR SHFULT41— CONCRETE PERIMETER BEAM S ( --m—) TJI JOIST, SEE PLANT. —ND -- 114 11 --Ai z Z_ TJI —SER SEE BDHEDJLF—� z /z EXI-1— STRUCTURAL CLAY TILE FLOOR SYSTEM T 6t z 10 7 EA5T WING ADDITION FLOOR .11 LEDGER TO EXISTING WALL OWE CEILING JOINT TAPE ACOUSTICAL SEALANT RC -1 RESILIENT CHANNELSOUND WOOD STUDS 10 ND INSULATION V, El EACH SIDE 6 DETAIL at WALL CEILING ATTACH 1 . ALL COMPONENTS WITHIN A UL DESIGN ASSEMBLY SHALL BE ILL TESTED AND APPROVED. 2 REFER TO \S'Affl. U J. GO M DO R SPECIFIC DESIG N AN D MATERIAL REQUIREMENTS FOR EACH INDICATED UL DESIGN ASSEMBLY INCLI DING FASTENERS AND EDGE TREATMENTS. I REFER TO 7/A002`FYPIcAL PLAN DETAILS IN RATED CONSTRUCTION" FDR RATEDNON-RATED MALL INTERFACE AND CONNECTION. 4. ALL PENETRATIONS MADE WFILIN A RATED ASSEMBLY SHALL BE Fj RESTuPPED AS REQUIRED TO MAINTAIN THE RATING OF THE ASSEMBLY, PRn\IDE FIRE DAMPERS,RADIATION DAMPERS FIRE CAULK FIXBOXES ETC AS REQ AIRED BYTH EPENETRATION AND THE ASSEMBLY. 5. REFER TO WALL S D TIC NS FOR THE ALIGNMENT OF FRAMING IN RELATION HT THE SLAB/DECK n N WHICH IT IS TO GATED. b. Du NOT SUBSTITUTE THE TYPE OF 3VIE, WITHIN AFIRE END/LTR SOUND RATED ASSEMBLY WITHnUT WRITTEN ,PpRn\AL OF THE ARCHITECT. 7. MOLD AND MOISTURE RESISTANT OWE SHALL BE UTILIZED AT ALL WET /DAMP ROOMS AND ADJACENT To PLUMBING FIXTURES G REARDLESS OF THE PARTITION TYPE. WHEREASPECIALTYCCRE IS SPECIFIED, PRO VIDE MOLD AND MCIhTIJRE RESISTANT BOARD OF THE SPECIFIED GORE TYPE. AT THE TO C OLD TOR' PREROGATIVE STANDARD GORE OWE MAY U. BE UPGR DEDATC) TYPE'X' OWE R BETTER REFER TO NOTE 1. 9. NO VERTICAL CAVITY WITHIN A PARTITION IS TO BE GREATER THAN 117-0" IN HEIGHT. PROVIDE HORIZONTAL FIREBUCCKING AS REQUIRED. I RED. -)GKINC IN WALLE AT ALL LOCATIONS DF 11, PROVIDE BIT MOUHTEDEQUIPMEHT INCLUDING BUT NOT LIMITEDTO PLUMBING FIXTURES CABINETRY OR BARS HANDRAILS, ANDTHE LIKE. I I REFER TO "PROJECT SPEH`F`1CATIONS' I ON AGO FOR MATERIALS AND MANUFACTJRERS I T/PLATE � HOLD 111 ? 1EL,_AST'PLATE PROVIDE FLEXIBLE ACOUSTIC SEALANT (1) LAYER 5'8" TYPE 'C' GI EACH SIDE 2x6 WOOD STUD FRAMING AT 24" a RC- I RESILIENT � HANSEL 3" SO UND ATTENUATION BATT IN STUD CAVITIES REFER Tn DETAIL 4and/A001 ED F, BOTTOM PLATE CONFIGURATION IT JDGVB1'2'ABO\E DECK/SLAB PROVIDE FLEXIBLE ACOUSTIC SEALANT I F4 T/DECK SLAP 7114" T_r T PLATE rH.LD1_\S A 1'L" BELOW PLATE PROVIDE FLEXIBLE ACOUSTIC SEALANT (1) LAYER 5,8' TYPE'C'UV/B EACH SIDE _2x WOOD STJD FRAMING AT 24" C.C. Tn 11cHIE\ E EXTr WALLTHICKNESE RC- I RESILIENT CHANNEL 3" SOUND ATTENUATION SALT R IN STUD CAJITIES REFER Tn DETAIL 4 .,To 5/A001 FCR a LOLDGVB12',NBO\E 1 F B TTOM PLATE CONFIGURATION DECK/SLAB PROVIDE FLEXIBLE AUG USTIC SEALANT T/DECK/SLAB 5" T�o PLATEII� (1) LAYER 58' &PIE, EACH SIDE 2x6 WOOD STUD FRAMING AT 24'O.G. REFER DETAIL 4 .,To 3SA001 FOR BOTTOM PLATE CONFIGURATION T/ DECK/SLAB 114" 1 >R� 1 -HR RATED WOOD FRAMED INTERIOR PARTITION<2>R JL DESIGN R U227 MIN. TG 50 � 1-HR RATED WOOD FRAMED INTERIOR PARTITION JLDESIGN * JE27 MIN. STC 50 <,>�NON-RATED WOOD FRAMED INTERIOR PARTITION ULDESIGN S NA MIN. STC N/A T/ PLATE (1) LAYER 5'8" GWE EACH SIDE 2x4 WOO D ST U D FRAN ZING AT 24"O.G. E r -- REFER DETAIL 4,nd E/AJ1,01 FOR F BOTTOM PLATE I ONFULIDATION T/ DECK / CLO?, T/ PLATE,� -5/8"TGYR ON CUTER FACE ONLY 2,4 WOO D ST J D FRAMING AT _GGGG� 24" C.C. REFER TO DETAIL 4 d SAUDI FOR BOTTOM PLATE CONFIGURATION T/ DESK 'C LAI, __ 7 (1) LAYER 5o' EWE All CLASS III VAPOR RETARDER (LATEX PAINI 2xfi BIODD STUDS AT 16" O.C. 5 1/21' MINERAL V, DOL BATT INSULATION (R-20) -1 1/2"COMPOSITE INSULATED SHEATHING PANEL D -6.6,E) 3/8" FJRRING F SEE CEMENT VERTICAL I SIDING 1%1" PLYWOOD SHEATHING 11 WOOD STJDS AT 16" C.C. 5 1/1" MINERAL BIDOL BIT INSULATION DF20) 1 1/1"GOMPOSITE INSULATED SHEATHING PANEL (R -6.1,E) 3/8" FURRING FIBER CEMENT VERTICAL O�NON-RATED WOOD FRAMED INTERIOR PARTITION 4 ULDESIGN NY, MIN. STC N/A OD FRAMED INTERIOR <,> NON -RATED XNO 11 PARTITION DESIGN A N/A MIN STC NEA OE I H R HATED WOOD FRAMED BEARING WALL ULDEEIGN- N/A/ MIN. STC N/A R - R-231 t,.R T31 ON FRAMED BEARING WALL 1 RATED WOOD E02 ULDESIGNS NA MIN. STC NY, R=R -23+6.6 Cl FINIS HED FLOOR - REFER TO FIN SIT SCHEDOLE 3/4"ER SUBFILCORING - REFER TO STRI ICTURAL DRAWINGS Tj I FLOOR FRAMING NO - REFER TO STR ICTLIRAL DRAWINGS T, _AIR SPACE - REFER TO SECTIONS 0000 L� LQLL FIRESTnP ALL FLOOR PENETRATIONS FINISHED DOR-REFER TO FINISH SCHEDULE 1" US. JE\ ELRCIK FLOOR UNDERLAYMENT 1 4' iJSG LEJELROGK SRM -25 SLTIJND REDUCTION MAT 3/4" PLJAVonD SUBFILCORING - REFER TO STRUCTURAL DAGS. P.T. WOOD SLEEPERS 24" O.c MAX TO RAISE FLOOR LEVEL TO MATE LGK 5- REFER To STRUCT. E\�, S ` . 1. 7 T, 0 E 1100D FILL CAVITY W VIIJERALWOOL INSULATION FIRESTCP ALL FLOOR PENETRATIONS MECHANICALLY ADHERED EPDM MEMBRANE ROCFSHE141THING PERE TO ITRIJIT. DVI.S. TAPERED RIGID INSULATION REFERTJI ROOF FRAMING- TO STRUCTURAL DRAWINGS' BATT INSULATION (R-49 MIN.) (2) LAYERS E/R' TYPEW GYPSUMPANELS AVOID mmmm� <� BETTER < RECOMMENDED �FLOOR: I FIR RATED WOOD JOISTS: TBC <F1IULDESIGN* NI MIN.STG 50 MIN. IIC 50 FLOOR: 1 FIR RATED AT EXISTING JL DESIGN A NYSBC #21-1.1 MIN. STC 10 MIN.IID'. 510 ROOF: 1 HR RATED WOOD JOISTS ULDESIGNW NYSBCS21-1.1 MIN.STr NA MIN. 1113 NA ELECTRICAL BOX in ACOUSTIC WALLS 1 Loll GWEE EACH SIDE INSULATION STUDS 01 RC -1 RESILIENT CHANNEL V/LTuDSJBFLOLTR L ACOUSTICAL SEALANT CI EACH SIDE SOUND INSULATION WOOD STUDS RC -1 RESILIENT CHANNEL PERIMETER ISOLATION STRIP GONG. FLOOR UNDERL11YRENT HIGH QUALITY DUCT TAPE TO SE LSEAM SRMF2 SOUND ATTENUATI-N MAT 1I.ODIU.CLO.R ACOOSTICIT SEALANT STUD 1"SELF-DRILLING, SELF -TAPING TYPES OR S- 2 STEEL SCREWS AT 8,, n.c. INSTALL RG -1 CHANNEL PERPENDICIJLARTC ELO STUDS \%ITHITTACHIAENTFLIIN,EAN,I BOTTOM. USE 1 1/4" DIAN JONDS AD D POINT DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS INOT INTERRUPT Gwe AT RATED PARTITION RATED NDN -RATED RATED 0 N R T El P PARTITION ILION PARTITION N 0 METAL STU IX' PROVIDE DOUBLE SLOGKING AT K" INTERSECTION 0 AND NDN -RATED DFRATEDD� I RATED NON -RATE RATED PARTITION PARTITION P TITION Qo 0 DETAIL at WALL/FLOOR ATTACH 5 ATTACHMENT 4 DETAIL ATTACHMENT 3 I CHANNEL INSTALLATION DETAIL 2 Typil AL PLAN DETAILS at RATED WALLS JAMESPES 089 OF NEN 11E F I- I, D—JI,1E1 I I IITHI­ IoE T� �IRI IT 'R '.DF%Tyll'�E YRR U�EEIIIL I ATH RE RIELLTDTHI_ 1E.1ER11 IF TH E IRIITI.T. THE 11CHITETH lH ILL NET 111 11 C.1111.1 L. -TOLIT—HELITTERREI—EIE IIIHTI �1L1I1,1,DT1C11 INITTIN. THE R HILL RE I _, E 'ENLITH.E IEUoE IF TH�oE.I.,RCINEII 111 11 DEER 1—TRUl— HEIELI-ElT 1HIl1O ITTEII-11 TDTHE �, E.11 "ElT, lHYDTHE IIINTLE 0" E ' 1E 'T .. -11 BALZER #TUCK f -y -p -p -1m, ARCHITECTURE OWNER' NEUVANN ELTILLING 1-1 ASIONSTREET SMA0, T , 4' CoNGS NY 12866 I HE GHUVE 233 LAKE A/E, SARIELOGA SPRINGS NY N, I D ... RINI- DN, IR-RER] -HE-TI- L HE,�,,ATI E=1111111 H 2 EIN I H � E11T1 Pr ­t N,,! ­r 1834 DR., by BTA I, a.1a, 11 BTA Dle 07/17/19 PROJECT ASSEMBLIES A001 -1 32" MIN F— —1 'IF BOTH CLOSER AND LATCH ARE F F PRO /IDED FEY -A TA 1a MI 3B"MIN.42"NIIN 1 14" 1 AN 12"MIN.' + HINGED DOOR FRONT APPROACH (N) POCKET or HINGE APPROACH (A) STOP or LATCH APPROACH tKI11"'t L�T ITS PULL SIDE PUSH SIDE PUSH SIDE DOD (b)SLIDING DOOR FRONT APPR TACH PULL (N) FRONT APPROACH, PUSH SIDE (c) HINGE APPR TACH PULL (d) HINGE APPROACH PULL MANEUVERING CLEARANCE AA SLIDING -d FOLDING DOORS NIANEUVERING'AHLJEARA C tRECESSED DOORS BOTH CLOSER AND LATCH SIDE IDE SIDE AH11 'N .21 P t12� 48" MIN. IF CLOSER IS PROVIDED a4" MIN. IF CLOSER IS PROVIDED tt 2" KIIN.' 'IF BOTH CLOSER AND (c) FOLDING DOOR ISL 1F- -71 LATCH ARE PROVIDED 3.-G. �2" KIINJ 1�%IN MIN. 11 BOTH CLOSER AND LATCH ARE PROVIDED FOR rF-- `R �"' 60"IIIN. DOOR 4�71A:NWDTH 6�1fl�N.1ITH E) HINGE APPROACH PUSH SIDE LATCH APPROACH, PUSH SIDE H) LATCH APPROACH PULL SIDE (,A) FRONT (b) SIDE APPROACH W (d) DOORkYS WITHOUT DOORS APPROACH CLEA=,'I�,T,H,Ef,D ORAAYS YIANEU /ERINGC 1'\NCErflS'NINGING DOORS NIANEU\IERING��LEARANCE.�t,,D,9CHPlAY NITHOUTDOORS MANEUVERING CLEARANCE tTlN0 DOORS T SERIES RN..I N�IE MINIMUM SPACE REQUIREMENTS for HANDICAP ACCESSIBLE DOORS BE" MIN. 60" [AIN. o 1 12" 1 112" 2" MAX., 1 1/1" PERIMETER PERIMETER 54NIIN. 12" MAX 1.- 01 EQ EO 39"-41" HE" MIN. Es io 0 TL 12" MIN.1 36' [AIN. N ML I C15GULARTURNING SPACE,NN A-.,-- Ta.H) T-SHAPEDTURNINC SPACE (INNA111.1-1-114.1.2) CIRCULAR NCNHRQ HAD CROSS SECTION ('HJ GROSS SECTION Holi A,,,., z, NOTE • ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USEDWHEREA VERTICALUR HORIZONTAL FORCE OF 150 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR FASTENER MU JNTINC RE AGE OR S JPPORTINC STRUCTURE. AF 1E"SAN. 18"MIN. D E: A tj SIDE WALL GRAB BARS for WATER CLOSET REEFWALLGRAB BARHErWATER CLOSET AN1111111-1— SWING -UP CRAB BAR for WATER CLOSET A111111111-1-Arl NOTE INA TYPE B DWELLING UNIT WHERE FIXTURES ARE LOCATED ON EACH SIDE OF THE WATER CLOSET A SWING -UP GRAB BAR COMPLYING W11H SECTIONS 604.5.3 AND 533 SHALL BE PERMITTED. THESNING- UP CRAB BAR SHALL BE INSTALLED ON THE SIDE OF THE WATER CLOSET WITH THE 18" CLEARANCE REQUIRED BY SECTION 1004.11.3.1.2. • INTYPE AAN P TYPE E DWELLING UNITS THE VERTICAL GRABBAR GO M PON ENT IS NOT REQUIRED. • IN TYPE B LWELLING UNITS WHEN ASIDE WALL IS NOT AVAILABLE FOR A 41 CRAB BAR THE SIDE WALL GRAB BAR SHALL BE PERMITTED TO BE 18' MIN. IN LENGTH LOCATED 12" MAX. FROM THE REAR WALL AND EXTENDING 30" MIN. FROM THE REAR WALL. • IN A TYPE A OR TYPE B DWELLING UNIT THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24" MINIMUM CENTERED ON THE WATER CLOSET WHERE WALL SPACE DOES NOT PERMIT A 361 MINIMUM CRAB BAR. TURNING SPACE REQUIREMENTS 2 1 SI 1111, GRAB BAR PROFILES 3 1,C, GRAB BAR REQUIREMENTS at WATER CLOSETS 4 1 I. -n, 2 2" MAY, 24" MIN. NIAX. 0 0 0 T- 1 '-3' V-3" LOCATION OF S HOWER CONTROLS BACKWALL CONTROL SEAT �DNTROLSTACKABLE WALL `A/ALL 'NALL 00 1 00 00 00 EF ED' 1AIN. T WASHER/ SIDE BY SIDE ADA WAS IT ER DRYER APPROVED U� CLEAR CLEAR A, T (,A) ELEVATION (b) PLAN CRAB BARS for BATHTUBS Without PERMANENT SEATS I io NOTE INTYPEAUNITS GRABEAREANL: TEATS ARE NOT REQUIRED TU BE INSTALLED WHERE REINFORCING IN INSTALLED FOR FUTURE INSTALLATION OF CRAB BARS AND SEATS. TRANSFER -TYPE SHOWED CONTROLS IT ANDATHOINERS LOCATION CRAB BARS IN TRANSFER -TYPE -1 HTWER1 NOTE PROVIDE A AIDS! CLEAR FLOOR1FLOOR SPACE POSITIONED FORA PARALLEL APPROACH CENTERED ON THE SINK. • PROVIDE A 3,DDS' CLEAR FITUORSPACE POSTONEDFORA PARALLEL OF FORNARD APPROACH BEYOND THE SWING OF THE DISHWASHER DOOR. PROVIDE A aD`l,48' CLEAR FLOOR SPACE POSITIONED FORA PARALLEL OR FOR\�'ARD APPROACH, CENTERED DN 0 THE COCKTOP. WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH KNEE ANDTnE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. PROVIDE A AID48' CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL OR FnR\�IARD APPROACH, 'IT THE O\ EX. • PROVIDE A aDGDH' CLEAR FLOOR SP ACE POST ONED FORA PARALLEL OR FOR\NARD APPROACH, ATTHE REFRIG ERATO RFREEZER. KITCHENS in TYPE B DWELLINU UNITY R 7, FLOOR SPACE PAGE - — L T - - -- - - A. G, 2l- L" 2'- SIIIN 2--D' lr LAUNDRY EQUIPMENT In TYPE P DWELLING UNITS All Al Ill Al 111 1) 5 GRAB BAR REQUIREMENTS at BATHTUBS 1 "1 - V-11 =GRAB BAR REQUIREMENTS at TRANSFER -TYPE SHOWERS � 112" - 1'- -1' MIN. KITCHEN CLEARANCE REQUIREMENTS in TYPE B DWELLING UNITS 7 3B" - 1.-0, 8 HANDICAP ACCESSIBLE LAUNDRY EQUIPMENT 1 " - 1'- -p ED ARC X, JAM 0 3089 OF NES �M OE F A-ITEAT, D-11,1EY ITI THE'ED "'VET' AITHI— T��IRIE'­.DF%Tyll'�E —�EEIIIT -ATHREEI-T-1- " TT .... EAT' 'F THE IR 'ITEIT THE IETHIETT rHALLEETAIN _ TT L. -TATITORI'll—EFFEI-ElE Ill INIHTAI. THE R HLL RE _, AlE 'ENLITH.E I-E.-HEEE 1 -NE- Ill 11 HE 1EL1111EN; Ill N.E . ATTEEATI- T,DTHE�'1'11A_11E"NT- ITHDITHE "N' A LEEEIIENTINI 1-THTROATIT—T BALZER #TUCK from your p—p-1m, ARCHITECTURE OWNER' NEUVAN PUILLINGLITC 1-1 ASIONSTREET _, SPRINGS, AF04 NY 12866 I HE GHUVE 233 LAKE A`/E, SARRTOGA SPRINGS NY No.I IS ... ripl- I DN, IFTONE31 G ­t N-!-111 Dr.,, by BTA CY,sdcsi by BTA Dle 07/17/19 ACCESSIBILITY REQUIREMENT DIAGRAMS A004 NOTE. CABINETRY SHALL BE PERMITTED NOTE'. WATER SUPPLY ANG UNDER THE LAVATORY PROVIDED SUCH DRVNPIPES UNDER LSIATuRIES CABINETRY GAN BE REMOVED WITHOUT SHALL BE INSULATED OR REMOVALOR REPLACEMENT OFTHE OTHERWISE CONFIGUREDTO LAVATORY, THE FLOOR FINISH EXTENDS PROTECT AGAINST CONTACT I INDER S UCH CABINETRY AND THE N/ALLS BEHIND AND SURROUNDING SUCH CABINETRYARE FINISHED. 15" X15" REFLECTNE SURFACE OF MIRROR U CLI AR FL OR _ D SPACE ISz 11"MIN. MIN. 'U 3' HEIGHT REQUIREMENTS and KNEE and TOE CLEARANCES REQUIRED FLOOR CLEARANCE LAVATORIES In TYPE A DWELLING UNITS 1prrl All Zl- llDD.31O) LD 18"MIN. LVATn RY COMPLYINGW' SEACTION 1003.11.5 I 15" 18" 50" MIN. 50" MIN. () WATER CLOSET LOCATION X MINIMUM CLEARANCE (c) CLEARANCE,,iith LAVATORY (OVERLAP EXCEPTION) (d) WATERCLOSET HEIGHT WATER CLOSETS In TYPE A DWELLING UNITS NOTE'. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AT WATER CLuSETS. 36" BACK V/ LL BACK WALL - 23" s J HAND SHOWER W1 HOSE 53" MIN. s CONTROL IN LENGTH, THAT GAN BE USED AS BOTH A FIXED SHOWER HEAD AND SEAT - O Al A HANDSHOWER, SHALL RE WALL Q W PROVIDED. THE HAND EHD\NER i END SHALLH4./EACONTROLWITHA \NAL NONPOEITIVE SHUT-OFF FEATURE. L AN ADJUSTABLE -HEIGHT HAND SHOWER MOUNTED ON A VERTIGAL BAR SHALL BE INSTALLED SO AS TO 35" MIN.ENTRY'MITH NOT OBSTRUCT THE USE OF GRAB = /,-LOCATION BARS. = . oFnJB CONTROL, 21%2"MAX. z L NGTh OF TUB 1= 1W MIN. 1 GLEARANCE fs BATHTUBS without a PERMANENT SEAT LOCATION of BATHTUBS CONTROLS TRANSFER -TYPE SHOW ER COMPARTMENT SIZE CLEARANCE L- HAPEDSHOWERCuMPARTMENT SEAT BATHING FACILITES in TYPE A DWELLING UNITS NOTE. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AT BATHTUBS, AND SHOWER COMPARTMENTS. • REMOVABLE IN -TUB SEAT NOT REQUIRED. GDUNTERTOPS AND CABINETRY SHALL BE PERMITTED AT THE CONTROL END OF THE BATHTUB CLEARANCE PROVIDED SUCH COUNTERTOPS AND CABINETRY CAN BE REMOVED AND THE FLOOR FINISH EXTENDS UNDER SUCH CABINETRY. O FIRE CAULK JOINT BETWEEN WCOD STUD AND MASONRY REMOVE EXTG WALL FINISH AT INTERSECTION OF NEW RATED PARTITION AND EXISTING WALL g NEW RATED PARTITION 2 PLAN DETAIL at EXTG WALL/NEW RATED PARTITION INTERSECTION NOTE, REFER TO 4800 FOR KITCHEN AND BATHROOM CABINETRY ELEVATIONS A301 -13/" 10'-2" 11'-7" V-83/4" NE\N ARCHED OPENING ABU. 3 1 /8„ W' NEW STONE LINTEL - REFER TO ETRUCT. DWGS RAISE FLOG R TO MATCH L EXTG LEVEL IN L/D/K 41 DI ,d-, EXTC SOFFIT ABV e� ©� lll'- 4 1 _F — 51/3" iL— --. -- — —. --- O MIN. MIN. FIRST FLOOR KEY PLAN - q BEDROOM BEDROOM CHH C.H GH 1 `e' 9--6" 3 41 l L a T3 T3 LiDM Y� a ---------- CFE) L JJ LTM Y T4 1q J T4 1 8 3 UNIT q l I' O q - UNIT 1 BR BATHROO - 1 ER q 724SF T5 �� MDI NND R®oM - T5 Tii 941 SF LL a T�, LL T8 Te _ _ - — CLOSET = OTILITIES 0 ro i WD UTILITIE wx PANT HY _ � ` I �L .----___ 4 4 El XT XT XT 1 3'-4" 2'-11" 4'-0" 3'-10" 5'-31/4" 4'-51/4" 5'-43/4" 2'-3" 4'-9" 5'-8" 2'-3"-43/4" 4'-51/2" 0'-5" 7'-55/8" PROVIDE ACCESS PANEL FOR Z SIM. C RRIDOR REMOVE EXT. FINISH ON WH SERVICING/REPLACEMENT Ai of J WALLTO EXPOSE ASSUMED EXTG BRICK 1 FIRST FLOOR PLAN - WEST WING ,��FtED qRC PES JAMES y�T N 9T 30868' y0� c OF NEN H;im. TIE BALZER [v TUCK ARCHITECTURE OWNER' NEUt ANN EUILGIN LLC 1-1 EMSI N STREET ,aR STOGs -HRIN­, NY 12855 Inc UNUvc 233 LAKE A/E SARATOGA SPRINGS, NV No I D ... rplian I Date P 4 t E-!- 1334 E., by APIN Cnsdcsi by MET Dle 07/17/19 PARTIAL SECOND FLOOR PLANS Al 02 17-33/4" 3'-71/4" IV -11/4" 3'-0" 11'-6" 3'-73/4" 17'-71/4" 1C-31;2" 10'-51%2' 0 SECOND FLOOR KEY PLAN -WEST WING i " = 8,LL0, & 5'-5' 7'-01/2" 3'-5" 3'-5" Ct 3'-5" BALCONY F C A C A C A C A Tia C.H 5 -04 4'-111/4" 7'-2" 3'-5" `t 3'-5" 4'-01/2" C A BALCONY F C C C T14 T -P FBEDROOM 1d1-_1 3'-5" �4'-01IL" 3'-a" 3'-5' Ct 3'-5" � 3'-41/2" `t 3'-5" � 3'-9" C A C A C A C A C A C A C A C A CLOz 4 � 10-1 I'll _ BEDROOM 4 `t 3'-5" �3'-33/4" 1 3'-71/2"� 3'-5" � 3' C A C A C A C A C A .. ❑� BEDROOMO C-93/4" BALCONY F T14 s R_ �IOO LADX \ UNIT F -r 4 O UNIT 5 -FIRE LDM - C.H. ❑ 1 ER 4 N ®J my 781 SF. ED - w \ m TS m O \ O` - - -~Y 5.- q �- v B H ODM q L J LNM q _ T2 \ G PANTRYT7 `� & H7 �I q-- 4 " UNIT T11 `?. -� 18R J �N' \ UT q 862 SF LOSET BATHROOM L i L- J 838 T3 511/2" PANTRY 4 T7 4 m / GLo 'ET [ T4 T5 7.. J Ic 1 -- T1c B a T3 \�1 UN T 6 r ��, V L iRR 41 ���/ t355SF 4BATHRO L_ J q _ _ T7 e PPN RY -- T REF. a 98 w - wH E m \N/D 5 GL SET 3r" 5 r q Ti q - _ T� T2 T1 14 R -PROVIDE PRO' IDEACCEES PANEL FOR ACCESS HATCH WH SERVICING / REPLACEMENT THOU FLOOR R-33/4" 3'-41/2" 6'-61/2" 2'-10" 6'-9112' 7'-4112" 3'-101/2" 6'-61/2" 2'-a' 7'-3" TI ITE �o / J ? \N/D \\- - - TL q v 5 5 T1 � 1 � 1 ACCESS PANEL FOR WH SERVIGINGIREPLACEMENT ACCESS HATCH THRU FLOOR -411x' 2-10" 4'-01/2" R-61!4" 7'-4" 2-10" 9'-1" 5 l -.-NAC J O 5 T1 0 1 3'-3" 2'-10" 7'-31/4" -61/2" \N/D $ _ _ WH 4 v. T2 0 PROVIDE ACCESS PANEL WH SERVICING / REPLACEMENT 4'-5" 7'-11" FOR 2 SECOND FLOOR PLAN - WEST WING 1d-11/8" 8'-33/8" 2'-17' 5-21/2" CL 4'-31/2" A401 A401 NOTE. REFER TO KRCHEN AND BATHROOM CABINETRY ELEVATIONS' 6'-111/2" 10'-41/4" 4'-7" 2'-61, 3'-5" 14'-13/4" Ab 3 FOR 11'-95/8" 3'-1]1/2" 3'-2" 7'-5" 4'-4" 2'-41/4"- 3'-5" 1- 3'-5" 1 0- 4'-81/8" 5'-51/2" 4'-75/8" 1 5'-43/4" i�BPLGONV F 1 E E C C C C C E D E PROVIDE ACCESS PANELFOR \NH SERVICING' REPLACEMENT 0 PETIT � 8 � 14 .�.�. w a Ir .� �• L®h O ­01a�H. o m 1 1 2 O c q ROO r q - J- BEDROOM 4 ` T4 / O' 3 III 1 c ¢ �I -T10 L® -IT O _ / C I FT, c _ O 4 - q � 3' 1158 3 158"�3'-fi3/4 g-g5�3�-1 / EDRDOM B 6 B SECOND FLOOR KEY PLAN -EAST WING i 8-i'-U� -- 3 A101 N v G.H. I T iiW 8, 7„ I I UNIT v 1 ER 7155E O v T6 T6 4 T3 TS T9 O 4 5 5 4 C.H. wH _i 3'-7" UNIT 10'-11/2" q UTILITEB T3 .. --_- E STUDIO 5 TS Te 5825F 11 BUILT-IN __ 5 MURPHY BEO�� FN n o , - c� B v a5 Ti4 O G A//D TZ TI TES, L- J W/0 O L- �� 5 TI 4 1A//D Ti❑ - a T4 / 1 C7-41/2" 17'-111/2" 2'- 1.. o , ACCESS HATCH THRLII FLOOR PRO IDE ACCESS PANEL FOR a -o" s'-71/2" e -41/a' wHSERVICING/REPL4CEMENT NEJV \M1ALL NICHE AT 1 4 ---4 REMOVED \NI HDOW ACCESS HATCH Te REIACEDI NS REF" THRU FLOOR AT HE �iL� iz-13/a' a -s" 3'- " 7'-a' 3'-7sa^ AP RON, TYP. XT' - HESS, I 8 T 5. �� _ 33" i q UNIT LiDM 1 ER H 855 SF aH. _ I NE\N 33"DPNG I5 8,-6, 1Y p-1112" 4 ❑ B , - B 2 i a V A301 - O 4'-4" g.-7.. _ 4'-75/8" @-4" ® O w O 6 � IN - � J B B B 3'-11/2' 3'-115/8' 3'-115/8' 14' 1/2" _131- 13/414'-71/2" 1 SECOND FLOOR PLAN - EAST WING 3ry 6" = 1'-0" ,��FtED qRC PES JAMES y�T N 9T 30868' y0� c OF NEN H;im. TIE BALZER [v TUCK ARCHITECTURE OWNER' NEUt ANN EUILGIN LLC 1-1 EMSI N STREET ,aR STOGs -HRIN­, NY 12855 Inc UNUvc 233 LAKE A/E SARATOGA SPRINGS, NV No I D ... rplian I Date P 4 t E-!- 1334 E., by APIN Cnsdcsi by MET Dle 07/17/19 PARTIAL SECOND FLOOR PLANS Al 02 2 PARTIAL SOUTH ELEVATION )FWonD FLEEING AND FIBERCEMENT PANEL ABOVE NEW P.T. WD. BLOCKING (4) SIDES SCRIBE TO EXTG BRICK NEW FIBERCEM ENT OR 112" MOO PANEL PLO SCRIBE HL EXTI BRICK PLAN DETAIL at EXISTING PIER 1 PARTIAL EAST ELEVATION DOTTED LINE INDICATES EXISTING 1015 ADDITION BEYOND ALIGN TO POF ADDITION ROOF WITH H TOP OF EXTO ETnNE BAND T/ SHEATHING EAST ADDITION PARAPET �" 1, R.O.'bANDO'blEAOaOEASTADDITI N CELLULAR P/G ROOF FASCIA 124'-51/2" BUILT-UP To MATCH PORTION OF EX/G' PROFILE AT ROOF ABOVE FIBER CEMENT PANEL SIDING COLnR TO MATCH EXTC STONE DETAILS EXISTING BRICK AND STONE BALUSTRADE TO REMAIN T/ EXT-, SECOND FLOOR 1 1-112' dia VENT, TOP & BOTTOMINSECT SCREENING — — — — — — — — — — — — — —PVC OR MOO FIXED PANEL PTD., ON P.T. BLOCKING —ALUMINUM CLAD\�lonD DnJBLE HUNG �PIND WSTO MATCH EXTU ADJACENT �N N DOWE —PAINT EXLG TRIM AND WINDOW PANELS TO MATCH EXTU STONE BANDING T/EXTL, FIRST FLOOR 1 0 EXT" E 90"-0" D ARC PES JAMES y�T N 9T 30888' yO� c OF NEN IF III BALZER [v TUCK ARCHITECTURE OWNER' NEIJNI4NN EIJILGING LLC le OMSION STREET �M AT -PRIN- NY12866 THE GROVE 233 LAKE A`/E, SARATDGA SPRINGS, NV No.I D ... ripl- Date P, ­t t N—!— 1834 Dr.,, by IN Gnsdcsi by MJT Ods 07/17/19 PARTIAL EXTERIOR NORTH ELEVATIONS A202 mlill FM MI FMF=7F= 07=1- im i illi 1 11 � o�r. 1 Ell----- ---- -- ----- ------ --- ---- --- - ------ -- --------- ------ ---------- -------- ------- ------ ----- ------- ---- -- ----- -- --------- ----- ---- - - -- --------- -- ----------- - ------ ---- -- ---------- ---------- ---------- ---------- --------- - -------- ---- ------- -------- ---- -------- I Ell------ M!FE-1 ---- ----- -------------- FE -1 IMIFM-IFM-1 "m - --- --------- --------- FLI [UF mi ------------- ------------- ------------- ------------- ------------- D ARC PES JAMES y�T N 9T 30888' yO� c OF NEN IF III BALZER [v TUCK ARCHITECTURE OWNER' NEIJNI4NN EIJILGING LLC le OMSION STREET �M AT -PRIN- NY12866 THE GROVE 233 LAKE A`/E, SARATDGA SPRINGS, NV No.I D ... ripl- Date P, ­t t N—!— 1834 Dr.,, by IN Gnsdcsi by MJT Ods 07/17/19 PARTIAL EXTERIOR NORTH ELEVATIONS A202 MECHANICALLY ADHERED EPDM MEMBRANE cnNTINUETC TOP OF PARAPET 2" MIN. TAPERED RIGID INSULATION RCCFSHEATHING REFER TO STRUCT. LAVGE. P.T. 1x\A'D. BLOCKING PRE -FINISHED METAL COPING CED' V11 CONT. CLEAT T/ El EEOKING ADDITION PARAPET WALL 1 4/ 1' " 3/4 TRIkl =OR -A -/ENT P.T. CANT 3/4 PVC TRIM i - T/,'L)DITICN ROOF SHEATHING ME'THANICALLYADHERED EPDM MEMBRANE ]ONTINUETO TOP OF PARAPET TAPERED RIGID INSULATION (2" MIN THICKNESS) ROOF SHEATHING REFERTO STRUCT. EYPICS. P.T. OS WD. BLOCKINI, PRE -FINISHED METALCOPING CAP\A'/C,,TNT. CLEAT AND FORMED DRIP EDGE SLOPE TSHEATHING EAST ADDITION PARAPET X.VALL 12,'- D 1/2"��WALL 3/4 PVC TRIM /ILKr. F.C.VENTED SOFFIT PANEL PTD. P.T. CANT T/ ADDITION ROOF SHEATHRO30$, NEWSTRUCT. LEDGER- REFERlYY STRUCT. DNGS ROOF TYPE 1 A301 T/ BLOCKING ADDITION PARAPET WALL T'ADDITION ROOF SHEATHINL�� 25E -11 1.Z" R.G. XVINDGV�JHD NFOR O OFF R I �Ef��, 4 �4 NEW HEADER- REFER TO STRUCT. FDNGE 1 F_ NEW DOOR WITH SOLID PANEL ABC JETO MATCH EXTG NEW STRUCT. LEDGER - REFER TO STRUCT. D\VCS TYPE E2 T EXT, SECOND FLO T TEXTL, FIRST FLOOR RIO 1TO 1 44 EXTG STRUCTJRE A301 NEW PEAM -REFER TO STRUCT. D\VCS. 121--1 1 1R, -TJI ROOF FRAMING - REFER TO STRUCT. [DNGE. BATT INSULATION (R­JQ FIBER CEMENT VERTICAL SIDING 3/8" FURRING 1 /2' 1 ONlPulITE INS ULATED S HEATHING PANEL AZEK 8' CROWN (AZNF43) BLOCKING AT 16' O.C. T I1 3/4" DOC TRIM 1-112" cOklPC SITE INSULATED SHEATHING PANEL NEW HEADER - REFER TO STRUCT. D\1'61 FLOOR TYPE 1 MECHANICALLY VENTILATE CAVITY BGKING - REFER TO STRUCT. SAVO, 7 LTS FF D� REMOVE EXTG WINDOW AN D INFILL WALL, TYP. -REFER TO ITT ICT. -61 -=XTG FIRST FLOOR L C LEE , 1 1 - L X, HE EE R 0 XOINDOXOHEAD 114'-4" (2) LAYERS 5/6" TYPE WIGYPS UTA PAN ELS3/4" 3/4" PVC TRIM R.O. WINDOW HEAD t EAST ADDITION -- — - — - — - L P-5lo� DOC TRIM TO RN ER BOAR D BEYOND EXTG GRADE 77-77-77--77- ILII EXIST, LL OD 777--7771 6 ROOF DETAIL at INFILL ADDITIONS 1 112" - Iu LD" ROOF DETAIL at EAST BALCONY ADDITION 1 1 2 " - I -D' PA RTIAL BUILDING SECTION thr WEST WING ADDITION 3/11" - 1' -G' 3/4 PVC TRIM OVER FIBER CEMENT PANEL ALIGN B WINDOW WITH T/EXTO STONE CAP AT CORNER FLASHING TAPE METAL CAP FLASHING WITH HEMMED EDGE COLOR DARK CRAY, SLOPE 1/4" PER 1LO' NEW STRUCT. LEDGER -REFER TO STRUCT. [TNGS ROOF TYPE 1 SEALANT —, RIGID INSULATION CANT STRIP - EXTG STONE GAP 4 2nASH T SHEATHING ER�J ADDITION PARAPE 0h IT BRICK RECESS T/ ADDITION ROOF SHEAJHIN 1 BEYOND F.D.AANDLYNHEADtEASTAE TION__�;� —__SEE2/Ao01 FORSILL DETAIL r 3/4" P\ C TRIM 3 1-1/2"cnNiPCEITEINSULATED SHEATHING PANEL24PI511 TIGHT TO BACK OF EXTG STONE CAP AT CORNER ALL 4) SIDES NEW BEAM - REFER TO STRUCT. DA'5S i 2 NEW SOFFIT WALL TYPE E2 NEW NEW BEAM - REFER lYY STRUCT. CIN/GS FOR MECH. - Ll REMOVE EXTG ROOFING AND INDU LATIO N NEW BEAM -REFER TO STRUCT. DNGS FIBER CEMENT VERTICAL SIDING 3/8" FURRING 1 112" COMPOSITE INSULATED S TEATHINC PANEL FINISHED FLOOD JL FIBER OR 1/1NIDO PANEL PTD. " . 1-112"" dia. VENT TOP& BOTTOM EXTG BRICK PIER BEYOND WOOD P.T. BLO1 KING,.(4) SIDES ­CRIBETO EXTG' BRICK PIER WALL TYPE E2 FLOORYTYPE 2 FLOOR TYPE 2 — I _ _ _ _T'EXTGErONDFL��, EXTG STRUCT 4 A'd 3/4" PLYP/,,TGD SUBFLOu RING - REFER Tu STRUIT. E'AG, T/ -T --L TEXTG SECOND OLDoa METAL TAP FLASHING WITH HEMMED EDGE COLOR TO MATCH TRIM P.T. NAILER - REFER TO STRUCT. DWGS NEA/LEDGER-REFER TO STRUCT. OWES ——EIISTINGPARAPETWALL INSULATE EXTG CAVITY WALL WITH CLOSED CELL SPRAY FORD] (R -ZD T/ EXTG FIRST FLooR EXTG GRADE 'R -G, TITI EXISTL� 9 DETAIL at INFILL WALL ATTACHMENT TO PARAPET 11/2" -ILD " 3 DETAIL at EXISTING BALUSTRADE l 1 2" - V -D" 2 BUILDING SECTION thru EAST BALCONY ADDITION 3/15"-1_D D ARC PES JAMES y�T 30888' c CF NEN 11E F I—ITE I, D-11,lEl I TI BALZER 11THITE �T — N — - lyll�E FNF ATHREEI—T-1- 111ETH ANY �HILLIEIINNTHI IR.IERI F TH ___T THE AIIHIE 'T 'H ILL NET RN " """'N E—ERRE.— NRHTI �ILIEIN_l I'll INGHTIN. THE R HLL RE _ 1ER1,11TTHE EEUEE F TH 'E TINENT' N��N­ 'N' DEN� 'N DN TR HEIEL11111ENT 1HINIO T lHLDTEllTTHllNl TDTHE "ENT, �T HT E ,N,�', `.­'IYE�GEIIENT INI 1—TRID—N — #TUCK ARCHITECTURE OWNER' NE -ANN OJILLING 13 D1 ASIMNSTREET 4 —1- ' �S NY 12866 I HE GHUVE 233 LAKE A`/E, SARRTOGA SPRINGS NY N,. I D ... ripl,n I Date IR-RE31 EE Pr43ct N-b- 1834 D,., by CN/AP 0, m.lal by NET Dle 07/17/19 SECTIONS AND DETAILS A301 CUSTOM FABRICATED METAL RAILING TO MATCH EX/G, OLD. BLACK PA -IAL STEEL HSI 4- WITH STEEL ANGLE ON TOP OF EXTU PARAPET WALL MCNIGHOLS 1" BAR GRATIN' PTD. BLACK 'J,TON] FABRICATED METAL RAILING STEEL HSS WITH ANGLE PTD. BLACK — — — — — — — — TiEXTG SECOND FLOOR TO PTD. 1 STEEL HS' 4y,6WITH STEEL ANGLE AT BALGuNY PERIMETER PTD. BLACK STEEL CHANNEL PTD. BLACK ---------------------------------- STEEL PLATE TO CAP END OF BRACKET 2- 4- -STEEL HIS 45 TO FORM BRACKET PTD. BLACK THREADED ROD -REFER TO ,TRUCT. CB1,SS = GRATING, PTD. BLACK L PARTIAL STEEL HSS WITH ANGLE ON TOP OFE)CFGPARAPET VV ­L F EXTG PARAPET WALL-- -------------- - + STEEL PLATE IYY CAP END OF BRACKET 3'-5' 1/4"TOP [S JECl1ON DETAIL thru BALCONY 1 PLAN 1 1J.D _!TAIL at BALCONY D ARC PES JAMES y�T 30888' c CF NEN �M D-11,1111TI All"111T 1"ILL -111 11 C.1111.1 HN -` NG-11—Dil ' ­.­NG.Tll "DVTDE -11 -EN H�N`.DENS��'AL=ATI.Nl T,DTHE�,l,ll._ll,E,,NT- ITHDITHE IFTHE 111H­ BALZER #TUCK f -y -p -p -1m, ARCHITECTURE 168 11110�1 11 OWNER' NE -ANN EUILLINGLLC 1-1 ASIMNSTREET __'-1- - �, , S NY 12866 233LAKEA`/E, SARIKTOGA SPRINGS, NY N,. I D ... ripl,n I DN, IR-NE31 1834 D,.,, by CN/AP 11m.'all, MiT Dle 07/17/19 BALCONY DETAILS A401 WINDOW SCHEDULE n4 ANUFAGTUR UNIT E 'I ROUGH OPENING GLAS SIRLE WINll.'lN.. SERIES will WELL S"HEIGHT WIDTH HEIGHT LIGHT (SF) VENT FSF) COMMENTS A Pl. D -11,T111, 1� 'I 3'-5" 'I - EGRESS WND \AJ PER 1 �30.1 & TABLE 1,�,FS.3.211)+ (2) PROVIDE WINDOW nPENING cnNTROL DEMES PER 1015.3&1]15.8.1 L _ 1 j , � 0 "e" 7 08 B �4 S Double -Hung 4 7 5" 3�,4' j 6", G PA. LitestyleS-ii- Fi—d Avninq 4125 3'-5" 2' 1" 3'-53/4" � P� 7'1�� , D pdle Double -Hung 2MJ JA E P311, Lifestyle Sens, Fixed Awning 2325 2-5" 2'-1" 2'-53/4' '1" 3 1 1 P 1� jo� F PEla Fixed Awning CUSTOM 1/,01/4" 1 11 7.5 Ll OA 0 WINDOW _kLEVATIONS DOOR SCHEDULE TYPEIAARK 'METH I HEIGHT I THICKNESS TYPE FIRE RATIN_; I M4NUFACTURER OPERATION COMMENTS LOW EXPO SEALANT FLEXIBLE 5/4V/D. BI STND. 3/4" WD. 0 5/3' S'CENB. FLEXIBLE OVER WIN ENTIRE FL WINDOW SILL DETAIL at FIBER CEMENT VERTICAL SIDING ,,, - 1'-7' CABINET UPPER30 CABINET UPPER 30"REF15" 30"RANGE 1F" BASE BASE 14" l 24" DW 30"SINK 12" FINISH FILLER) BASE BASE ENDPANEL IJPPERO C^ ABINETAVEFFER CABINET UPPER ZIPPER CABINET F',... III,.. ', ...III :�Jr �: Fn - Lf,rUJJL 12" 30"RANCE 12" 20" SINK 24"DW 15" 30" REF BASE BASE BASE BASE CABINET LIIPPER ADDER CABINET S LLL� N � -1 30" REF. 21"BASE 21"BASE 37'RANGE RNER 18" CABINETUPPERUPPER 37 CABINETAVE UPPER UPPER 21"BASE 18"BASE 30"RANGE 21"BASE 3fi"SINK BASE 0 12" 161, SINK 24"DW FINISH END BASE BASE PANEL TYPE A WALL 1 3 2KTCHEN KTYPE A SLAND KITCHEN 3 3 KeTCHEN TYPE B WALL KITCHEN TYPE C REF. WALL 4 3/3"=r-0" KITCHEN TYPE C STOVE WALL 5 3/3"=1.-a KITCHEN 6 3/3"-1,_-„ TYPE C PENNINSULA 18"30" 30" MIG ROWAVE 30" 18" 30" R/F UPPER UPPER CABINET UPPER UPPER CABINET = III F FT E:1 M/ 11 �4" 18" 3n" 30" RANGE 30" FILLER BASE BASE BAG E BASE 30" REF. FINISH S N� 24" D'A' 21" SINK 24" BASE FI PIANS ND 30" R/F 18" 30" 30 "MICROWAVE 30" 18" CABINET UPPER UPPER CABINET UPPER UPPER �III ry 31" REF. g SS'E gFlOS'E 3_' RANGE BASE BASE FILLER L L-1 FINISH S ND 24" 845E 25" SINK 24" DW FINISH END ASE PANEL 30" R/F 18" 30" MICROWAVE 15" CABINET UPPER CABINET UPPER F-1 .... III [IF-] H 30" REF 18" 30" RANGE IT" FINISH ' BASE BASE END PANEL FINISH 24" DA' 3'i"SINK 1tl" FINISH END PANEL BASE BASE END PANEL 7 KITCHEN TYPE D WALL 3/8"= 1'-0" 8 KITCHEN TYPE D ISLAND 3B"- 1'-�" 9 KITCHEN TYPE D REVERSE WALL 3/3^= 1'-7' 1 KITCHEN TYPE D REVERSE ISLAND 3/B"= 1'-0" 11 KITCHEN TYPE E WALL 3B"- 1'-�" 12 KITCHEN TYPE E ISLAND 24" 3D" MICRn\NAVE 24" 30" R/F UPPER CABINET UPPER CABINET IUI E �A] fLU1 FINSINK 24" FINISH SLE , BASE 30" RANGE BASE 30" OFF END PIANEL SH 24 0'A/ BASE BAS FILLER ASE BASE END PANEL KITCHENC S 13 14 3/i3"=1 , 0 SMART CABINETRY SMART CABINETRY VS B3DBHCSTDTKRF-ADA './SB^GBHGSTDTKRF-ADA REMn\ ABLE FRONT REMO /ABLE FRONT 1 1 I� 2 -P 30 UN 38'" IVERSAL ACCESS VANITY 33" UNIVERSAL ACCESS VANITY 15 _ -D, 16 3/3"-1,-0„ SMART CABINETRY VSB36BHCSTDTKRF-ADA REMOVABLE FRONT 36" UNIVERSAL ACCESS VANITY 17 M„_ ,- D ARC PES JAMES y�T N 9T 30888' y0� c OF NEN 111— IN—DIN I IN -HN. TIE BALZER [v TUCK ARCHITECTURE OWNER' NE -ANN EUILLING LLc, 1 E UMSIaN STREET SMATOGA SPRINGS, NY 12855 Inc UNUvc 233 LAKE A`/E SARATOGA SPRINGS, NY No.I Descripl- Date Pr.t N -I-, 1834 ❑�� by Amar I'm -,by checker Ods 07/17/19 KITCHEN AND BATHROOM CABINETRY ELEVATIONS A800