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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Ci x Surve Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C._ Trustees- C.O.Application Flood Permit Examined---316 20F-If FRIVE Single&Separate Truss Identification Form Approved P 2 Contact: Storm-Water Assessment Form 120 Mail to: IC Disapproved ale TOWNOFSO LD Expiration_ I I X11 -120—a But dikln:ktor APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date_ 119 20 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit, d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. c.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town ofSouthold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,ag t,architect,, ngmeer,general contractor,electrician,plumber or builder Name of owner of premise (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, 1. Location of land on which proposed work will be done: I "0 House Number Street ' Hamlet County Tax Map No. 1000 Section -70 Block...13 Lot 0„ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an intended wand occu any of proposed construction: a. Existing use and occupancy l b. Intended use and occupancy- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work—� (Description) 4. Estimated Cost_ F,te _ " J -6 be Oaid on filing this application) 5. If dwelling,number of dwelling units" umber of dwelling units'I'm each floor If garage, number of cars ` " 'j 6. .If business,commercial or mixed occupancy,specify nature and extent of each type of use. Ll� T 7. Dimensions of existing structures,if any:Front Q 1l"w 7 pm y° i'0µ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height _ _ Number of Stories' 9. Size of lot.Front. Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Q 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_f 13.Will lot be re-graded?YES NO 1Will excess fill be removed from premises?YES I N llt 14.Names of Owner of premises C0.5.5 4 0 rq I CL -�tddress Phone No.5 -9.J�" 4,76r Name of Architect SC, Gv ,'-' - Address Phone No - ✓'74-- A Name of Contractor JAI—C' Address Phone No. -Kv ,r 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES'&D.E.G.PERMITS MAYBE EQUIREI , \ b.Is this properly within 300 feet of a tidal wetland?*YES NOT *IF YES,D.E.G.PERMITS MAY BE.REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18.Are there any covenants and restrictions with respect to this property?*YES NO—y *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY Or !� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contractf ab e named, (S)He is the (Contractor, gent,C rp rate fpcer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ----,- 15t day of rr1h 20 >'&EY L DWYER °'' NOTARY PUBLIC,STATE OF NEW YORK 01DW6306 M 1 Notary-Putg QUALIFIED JN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30.,2,Die) Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use' 1. Final survey of properly with accurate location of all buildings,property lines,streets,and unusual natural or topographic feature& 2. Final Approval froin Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Undel"WliterS. 4. Sworn statement from plumber certifying thatthe solder used in systern contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements, B. For existing buildings(prior to April 9,1957)non-com forming uses,or buildings and"pre-existing7 land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. Occupancy 2- A properly completed application and consent to inspect signed by the applicant.If a Certificate of up is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to ac=ssory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100-00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) ..... Location of Property: Hamlet Ffous- No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000,Section Block J_3 __Lot Subdivision Filed Map. Lot: Permit No. —Date of Permit.— Applicant:—_ Underwriters Approval: Health Dept.Approval: Planning Board Approval: check one) Request for: Temporary Certificate Final Certificate: 771 Fee Submitted: $ ';GpOicant signa e, Scott A. RussellSTORMWATER MAIN SOUTHOLD TOWN HAIL-P.O.Boa 1179 53M Main Road-SOUMOLD,MW YORK IMM� �� ` ,� � � TO Of Southold �° 6 - STORMWATER MANAGE MENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLWNVINQ (CMM ALL TMT Mmy) jNo A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on p ref any waters F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ! _ tie., No to � of the .& Cuaift Tax Map x ass to yow project If you amwered YES to one or mom of the t Two copy of a SUwwwater Hauftement Pian and a complvted Check Last Fam to the BuDdIng Department tier BuUding Permit AppUcatlon. APPLICANT: ii)1 Y oma,D n Praf�rorel:Ager&Contractor,Nractor,Other) $_C.TZvt_ ': i 000 �.� NAW: sectm BC04 W � �. �m_ .�. ..W.....�� FOR BC I' 1)4NH_, LaE'P'.AFiT;1:iENT USE ONILI' "t`x Contao inrorrmum Reviewed 5y: Jf Property Addre5s / Location of "oil triicrion Work: � N� Approved fora ge�ting Control Plan Not Required. , dding Permit. Stormwater Maraeq - �....Wn. .... > r Stormwater Management Control Plan is Required. Worward to Engineering Department for Review_) FORM SMCP-TOS MAY 2014 Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P_O-Box 1179 Soutfiold, NY 11971-0959 BUILDING, DEP TMENT NOTICE OF UTILi T.IDN'.0,F, TPUSS a , CO:: STRU TION PRE-ENGINEERED WOOD C99STRAICTION MWRL DER CONSTRUCTION' Date: ; , .:; , Owner, . Location of Property: ry •.. . Please take notice that the(ctie* a line : :f_ New resid "al Addition to end a. . Rehabilitation to a e i ing.ragsi ialstru�ie 3 s to be constructed orperfonmd at tip " , above will Utilize (check applicable line): " ' :, rv. 9 .•v - e Trussype . - TA Tirnber amsbitcti(in in the following location(s)(ch--&applicable line): Floor framing. ind` R b (F). Roof .ot - door and roof frig (F mm . . Signature: Name (person submitting 015 for'Ini): Capacity(check applicable line)-- Owner ine):Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 �m Rp r fi BLOCK CURB MULE jBt�x auRs 2,2'sr ZV 14 j My } f mom:nwa C-"r-e J - f `` Tig.Ar altAa''-�.Afd7 EE±. 10 CONCRETE WAY ROSS ZEIFIMAN DANIELLE ZEIFMAN F' WELLS FAR RANK OVNAa .5 ((w]CTS 3Eks _s STEWART TITLE INSURANCE COMPANY r " TE 2 STORY FRA ._ FILE MAP Lar NUMBER W OF PARA DAY) It RESIDENCE DRIVEWAY Aaasa 'F, ` A 6 SC)V44 A ASN TO A s t IMM-09 19 OF THE MW FM00D'N''I.F-�rn W? Art€ >_ k '> `i TttR gat 6F 9 1 er a _ - ---__ NTER IFLT - y, F4 LRaZT�tta4�1"§T T TIMKV VM r'yS IL I TK E [ OF 72 TE r` ''*__ OHI �,8 rte r� T' PAM ' - �Y:- €KAT - -,a 14' ' lis, 6s ® PA € r , A 14F3 BO �.1.= � - .? -�� _- PARCEL AREA_ 4805 SQFT.OR 7,00 ACRES ` - Ix PROPERTY SURVEY ���' ROPD 14110 KIMBERLY LANE WWATED IN # a t.,r rya 6A SOUTHOLD ` 1 �� NOR TOWN OF SOUTHOLD,COUNTY OFSUFFOLK.STATE OFNEWYORK MX O'Connor tato L.L. � Land Surve in - 27 Fort A»e g Locust Valley,NY 17590 ' `- Civil Engineering -' � (618)978-3290 � ASAP PARADISE SY THE SAY,FILE No,NOS, ma DMT.1000 SRC.70 -. SLK. P3 LCT RM TIE PER 7,2018 - --- _. (EASEMENTINFO.) DATE FERRU 2,207& tEe 9`�k0' SH 't CF t REVISIONS: 7T-6" 45-6" 7-O" 4'-O" 13'-6" 4'-0" r------------------------------------------------------------ r---------------------- ----------- ----------------- --� , ��\ i\\ ,1EXISTING 1\ , \\ t t t t �� EXISTING p v v 1 L-------- I LAUNDRY UNROOM t ► I L---------� . _ 6i 'IL_i6'-2-X 9'- "X 11'-4" 139 SQ FT Uj O 2 r-'--i `. • •� d 114 sa FT L_I_J L__J L J ________________�� �� i 0y G O ❑ � O 11 ___J _ I I p I I t `� Fi�-_q- L___J I I _ I0 EXISTING 1-- -I r , t t t = EXISTING EXISTING �, ct B EAKFAST AREA in L J GARAGE DN KITCHEN EXISTING 1 I 24'-O"X 364" 14'-9"X 14'4" l9 195 5a FT DINING ROOM y I i I NEW 4'X 4'X 1'tNC ' 8615a FT 4' ' ' i O m 16'-11"X 12'-3" ' OFOOTING WITH5 .4 4"CONC X15TIN 194 90 FTUP r , REBARS EACHY ( t CURB o j � cn '-0"X 5-4:, N LI�JJ L__J '-- S t- J i I ,�� 4890 Fr Ii t / N t I I i I i �i EXISTING O L J L-_ , i 1---- ,' p UTILITY EXISTING / O ,� I 1 I 6"T-O"X 11'- I I EXISTING +-J EXISTING FOYER LIVING ROOM ;� a r-- i 80590 FT FAMILY ROOM o 13'-0"X 22'-8" J w l i I I I I i 24'-O" 7-0 13'-O"X 17-6" ill-&"X 0'6" a 260 sa FT 1 I L J L__ t 1 244 sa FT N I t ' EXISTING FIRST FLOOR PLAN l i J 2 Scale:1/8" =l'-O" U Q� 31'-10" 4'-0" 6'-O" 4'-O" 13'-8" 4'-0" 6'-O" 4'-0" 4'-0" U 77-6" N h--•i EXISTING FOUNDATION PLAN •� Scale.1/8"=1'-0" c3 ••--+ ' O N �t- 0 N � O X Ln v v 0rn m o ` .x NOTE: GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 1-1 v CdW L � This project complies with the 2015 International Residential Code (IRC),the 1. All work shall conform to the requirements of the New York State Building Code; Al GENERAL NOTES, CODE REFERENCES, EXISTING FLOOR PLANS 2016 NYS Supplement to the Uniform Code, the 2015 International Ener FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles PP Energy all work shall also conform to the requirements of any other Codes and authorities A2 PROPOSED FIRST FLOOR PLAN/ DOOR SCHEDULE/PLUMB RISER •� " 8401.4, 8401.4.1, 8402.2, R404.1 AND 8408.1 THRU 408.3 A3 NAILING SCHEDULE, NAILING NOTES TIE DOWN DETAILS _ Conservation Code(IECG),the 20161 NYS Supplement to the Energy Code, having jurisdiction.The Contractor shall obtain and arrange for all required permits, the 2015 Wood Frame Construction Manual (WFGM 2015), NFPA standard inspection, certificates and tests. U 70, "the National Electric Code", and-the Zoning Code of the Town of Southold ANCHOR BOLT SIZE AND SPACING: %"0 V 36"O.G. � v� To 2. All framing members shall be Hem-Fir#2 (Fb=850 psi); provide(2) 2 x 8 BUILDING PLAN REVIEW NOTE: N °1 PROTECTION AGAINST DECAY: Refer to Section 8319 o w header over all wall openings, unless otherwise noted. Town of Southold Plans Examiner shall review the enclosed document for minimum SAFETY GLASS REQUIREMENTS a.. PROTECTION AGAINST TERMITES: Refer to Section R320 acceptable plan submittal requirements of the Town of Southold as specified in the SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: 3. Micro-lam girders (ML)shall be laminated veneer lumber with E_2,000,000 Building and/or Residential Code of the State of New York. This review does not PSI. Fb=2,800 P51,as manufactured by TRUS-JOIST McMILLAN. FLOOR SYSTEM: Shall comply with Choper 5 guarantee compliance with that code. That responsibility is guaranteed under the seal 1. Any glazing in any door type. and signature of the State of New York licensed design professional of record. That 2. Glazing in any walls enclosing a shower, tub, a sauna or steam room 4. Double frame around all openings, under parallel walls and under bathtubs. Provide WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, seal and signature has been interpreted as on attestation that to the best of the "". Simpson hanger connections at all flush structural load bearing conditions. licensees belief and information, the work in the document is: 8602.10.10, 8613.2,AND 8613.3 W 'Accurate E-+ 3. Any windows within 24"of a door". 5. All steel work shall conform to the requirements of the RISC"Specifications for WINDOW ANCHORAGE: Shall comply with Section 8613.5 ' Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall Conforms with governing codes applicable at the time of submission U 4. Any individual pane of glass witch an area greater than 9.0 sq.ft.where the conform to ASTM a-572(GRADE 50)and A-501. WINDOW MULLIONS: Shall comply with Section R613.6 'Conforms with reasonable standards of practice and with the view to the 0 bottom is less than 18"above the adjacent finish floor within 36"of the window. 6. All electrical work shall conform to local NEC and Underwriters Laboratory EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, safeguard of life, health, property,and public welfare is the responsibility 5. Glazing in walls of spas, hot tubs or indoor pools within 6-01"of the water-, requirements. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment of the licensee. °Ile 6. Glazingin stairways and landin s within 3'-0"horizontal) of a walking surface". and Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or D r� (�� � N 9 Y 9 7. Install smoke detectors and carbon monoxide detectors in accordance with all Shingles. 1 D state and local code requirements. "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS IS MORE THA 60"ABOVE THE FLOOR. 8.The Contractor shall verify all existing conditions before starting construction and FOAM SIDING BACKER BOARD: Shall comply with R314.2.5 t."AR 21 shall notify the engineer of any ambiguities or discrepancies before proceeding with ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and U) the work. If any questions arise before or during construction as to the intent or AFPA/WFCM 2001 Refer to Rafter Span Tables R802.5.1(1)and(2). details of the drawings,the contractor shall call the Architect, Mark Schwartz, at(631)734-4185 for clarification and/or instructions. If the contractor fails to ROOF ASSEMBLIES: Shall comply with Section 8902, 8903 and 8904, 1 1 �0�1TH4JLD follow the above procedure, he shall assume all responsibility for the consequences of his actions and/or decisions. ROOF SLOPE: Shall comply with Section 8905.2.2 9.The owner shall arrange for supervision of the construction work to ensure ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) Z E I F MA N RESIDENCE PERMIT SET compliance with the contract documents. fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) / ^D / fJ•^D� INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread `J and smoke-density requirements of Section R315. p,q n ?� ` N VN SCS �''��, DRAWN: JM/MS INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section �� ��G Esq 0 v SCALE: AS NOTED 8316, 41 ��' � JOB#: GYPSUM BOARD: Shall conform to Section R702.3. SHEET NUMBER: MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Y' Refer to Section 8307. '�67 STAIR LANDING: Shall comply with section R311.5.4 ..'OF N A- I REVISIONS: REMOVE EXISTING WINDOWS (4)AND REPLACE WITH NEW 12'-0"SLIDING GLASS DOOR UNIT — _ ----- r------ - :' T'� D3 G 12068-4 Ha 3 y"X 3 y2'X '. \\ TUIBE STEEL COLPMN RELOCATED D 2468 PKT WA SHER \\ o AND RYER DINING AREA ' ` i \ •�-+,, �'.,� BATHROOM ; ' ` 16'-2" 19'-8" ' ; �' Coo f� X 14'-g" v-----N AREA: 318 SQ FT 'v---- AREA: 99 5Q EXISTING WALLAND ry i OO �+ INTERIOR SLIDINGGLAS3 }�" \ N O x DOORS TO BE EMOVED L f' , BE-5TEEL-COLUM STEEL UPSET BFANf-- ' EXISTING COUNTERS m TO BE REMOVED iI \ 6 X 6 X 3/e"STEEL AlllE CLIP iii ` ( r--------� EACH SIDE OF B 1` (4 w%-o i�lw i KITCHEN CONNECTION BO TE�TM 307 i° w F- i 24'-8"X 20'-0" IRIS - GRADE 7H WASHERS AREA; 46290�T c) NUTS. iXh= i EXISTING `�'v o ExlSTING ►5_LA I -� --------- -- O i I � Jil� TO BE REMOVED RAG0 a GAE o 0 28- 24'-O" X361,411 DN TO BT REMOVED COUNTER © ©_FT _o ----- --------- SLAND- 8(515Q FT EXIS ING WALLS n TO BIE REMOVED i EXISTING THROOM -_-----_-_ --� ----- i "7-1 -, 4"CONC CURB _ TO BE REMOVED AND r-;__ - --- RELOCATE TO D PREVIOUS LAUNDRY i ROOM -- - ----- i d REEZER EXISTING WALL TO BE REMOVED t PANTRY I I � � ON EXISTING � w � UTILITY Ng 3y"X3y"X4"TUBE 0 7'-O" X 11'-ro" b LIVING ROOM X�ui= STEEL COLUMN •4. d 18'-O"X 24-10" IRR yU POST TO BASEMENT N �t- 8O.SSQ FTAREA: 41390 FT nl r� i EXISTING HALL 24'-0" 7-0" �r----,� OBE MOVED REtl ti u I; nu I� PROPOSED FIRST FLOOR PLAN GAME ROOM 2 Scale:1/4"_1'-0" 13' O"X 19'-O" IRR N RF-A: 232 SQ FT c*� G O MIN (4)2 X 6 P05TLn c� ai u * V .x 4" THRU VENT-� 4" THRU VENTON -� 00 ``0.� � It o W C. 2"u• 4"5. I 1x"F — W SH SECOND FLOORENE, 2° NOTES: DOOR SCHEDULE N 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 DOOR SQ. FT. CLEAR 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON TAG DOOR 51ZE DESCRIPTION MANUFACTURER MFG# GLASS U-VAL OPENING REMARKS QTY 1Y�_ 1N, 1Y�" Z. 1Y�' 3. WATER SUPPLY PIPING SHALL BE COPPER(ASTM B-42) D1 21-0"X 61-8" STANDARD PANEL DOOR 2 1Yz"I 1A 1Y2° I I I 1Y2" I I 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605(IRC) D2 3'-0" X 6'-8" BARN DOOR 1 W SH LAY. LAN/. 2 I1 Y� T D3 121-0"X 6'-8" GLIDING GLASS PATIO DOORS ANDERSEN FWG 12068 47.55 0.32 29.70 4-PANEL UNIT 1 W.C. I ID4 2-4"X 6-8" POCKET DOOR 5 SHWR. FIRST FLOOR 2" 2" F.A.I. 2" - I IDA Z �- HOUSE TRAP P�; � �1°�S LINE C,y� �C+e DRAWN: JM/MS 4 X.H.C.I. DRAI v r TO SEPTIC SYSTEM '•A SCAL� JOB#E AS NOTED -A,.. SHEET NUMBER: UMBING RISER DIAGRAM (PR �N05GALE . ,, 0 r,�n • O FNS'* -2 REVISIONS: NAILING SCHEDULE (EXPOSURE "B") NAILING NOTES NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE !BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS, NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 4 -8d 3 -10d PER RAFTER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 -8d 3 -10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. 4:12 17 - 16d 17- 40d 5:12 14 -16d 14 -40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, J015TS AND STUDS. 7:12 10 -16d 10 -40d 9:12 AND GREATER 8 -16d 8 - 40d 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER SLOPE: 3:12 22 - 16d 2a - 40d REQUIREMENTS SHALL BE USED. 4:12 17-16d 17-40d 5:12 14-led 14 -40d EACH LAP 6. FOR WALL SHEATHING WITHIN FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT 7:12 10 - 16d 10 - 40d REQUIREMENTS SHALL BE USED. 9:12 AND GREATER 8 - 16d 8 -40d O Z COLLAR TIE TO RAFTER (FACE-NAILED) '� ...., RAFTER SLOPE: 3:12 7- 10d 7-12d 4:12 O Q 5:125 - 10d 4 -12d PER TIE Uas 6:12 AND GREATER 4 -10d 4 -12d BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 - 10d EACH END � � Q RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 -16d EACH END . WALL FRAMING U N TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 -16d PER FOOT O TOP PLATES LATES AT INTERSECTIONS FACE-NAILED O ( ) 4 -16d 5 -16d JOINTS -EACH SIDE STUD TO STUD (FACE-NAILED) 2 -16d 2 -16d 24" O.C. HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -16d 2 - 40d PER STUD BOTTOM PLATE TO FLOO12 JOIST, BANDJOIST, ENDJOIST OR 2 -16d 2 2 - 16d PER FOOT BLOCKING (FACE-NAILED) FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST BRIDGING TO JOISTOE-NAILED .. � ) 2 -8d 2 -10d EACH END BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 -10d EACH END C8 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK O LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 -16d EACH JOIST N �t- JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 1od PER JOIST r--� BAND JOIST TO JOIST(END-NAILED) 3 -16d 4 - 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 -16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS: PANEL INTERMEDIATE EDGES SUPPORTS INTERIOR ZONE 5 8d 10d 4" 61, v o 0 PERIMETER EDGE ZONE 8d 10d 4rn m O o " 4" GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" . CEIL V � � Ln .2 0 TNG SHEATHING � � cn GYPSUM WALLBOARDT-5dc COOLERS 5d COOLERS 7 EDGE /10" FIELD t � N WALL SHEATHING O W STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE EDGES SUPPORTS ROOF FRAMING ROOF FRAMING 6 SIMPSON C520 CONNECTOR 51MPS0N C520 CONNECTOR INTERIOR ZONE 8d 10d 6" 12" DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF 4' EDGE ZONE 6 8d 10d 6„ 6" FIBERBOARD PANELS: U 7/16° Gd 3 - 3" EDGE/V FIELD CRIPPLE STUDS CRIPPLE STUDS U) 25/32" 8d 3 - 3" EDGE /6" FIELD i SIMPSON ST 2215 CONNECTOR SIMPSON MSTG28 CONNECTOR °� GYPSUM WALLBOARD 5d COOLERS 5d COOLER5 7" EDGE/10" FIELD HEADER HEADER STUDS NOTE: HEADER STUDS PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER UPLIFT CONNECTION IS REQUIRED AT <� EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO U FLOOR SHEATHING 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-O"TO 12-01" U, TOP AND BOTTOM OF CRIPPLES u �4 STRUCTURAL PANELS: I -TI Tl IT FULL LENGTH I I I IFULL LENGTH 1" OR L 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD WALL STUDS I I I I I I I I WALL STUDS Ni SIMPSON ST2215 CONNECTOR NNE TOR l i i i SIMPSON MSTC28 CONNECTOR QUIR HEADER TIE DOWN DETAILS DRAWN: JM/MS t k SCALE:AS NOTED Ir JOB#: r, ...: SHEET NUMBER: x12334 _t0' Or.. A-3 REVISIONS: INTERIOR TRIM NOTES: PAINTING NOTES: GYPSUM DRYWALL NOTES: QUALITY ASSURANCE: APPLICATION CONTINUEE: EXECUTION QUALITY ASSURANCE: QUALITY ASSURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: W 1).COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR A.BENCHMARK SAMPLES(MOCUPS):PROVIDE A FULL-COAT BENCHMARK SAMPLE FOR 1).INSTALLATION AND APPLICATION OF MATERIALS SHALL BE IN ACCORDANCE WITH 1).JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: AWI(AMERICAN WOODWORKERS INSTITUTE)QUALITY GRADE SPECIFIED. COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH EACH TYPE OF COATING AND SUBSTRATE REQUIRED.COMPLY WITH PROCEDURES UNITED STATES GYPSUM CONSTRUCTION HANDBOOK(LATEST EDITION). a).ASTM C475 a).TAPPING OR EMBEDDING JOINTS: E" APPLICATION: H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PROCEDURES SPECIFIED IN PDCA P4. IN PDCA(PAINTING AND DECORATING CONTRACTORS OF AMERICA). b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES 0 1).INSTALL THE WORK PLUMB,LEVEL,AND FREE OF DI5fORTION.SHIM WHERE PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS 1).WALL SURFACES:PROVIDE SAMPLES ON AT LEAST 100 SQ.FT. 2).COMPLY WITH FIRE RESISTANCE RATINGS AS INDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. Z REQUIRED,WITH CONCEALED SHIMS. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. 2).SMALL AREAS AND ITEMS:ARCHITECT OR HOMEOWNER WILL DESIGNATE GOVERNING AUTHORITIES AND CODES. 2).APPLY REINFORCING TAPE IMMEDIATELY. 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF ITEMS OR AREA REQUIRED. 2).JOINT COMPOUND: 3)•CENTER TAPE OVER JOINT,AND SEAL TAPE INTO COMPOUND. Q 2).CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHOP-FABRICATED,OR SHOP- PAINTED. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. a).OBTAIN OWNERS APPROVAL OF SHEEN FINISH FROM BENCHMARK SAMPLES. 3).PROVIDE MATERIALS,ACCESSORIES AND APPLICATION PROCEDURES WHICH HAVE a).ASTM C475 4).LEAVE APPROXIMATELY 1/64 in.TO 1/32 in.COMPOUND UNDER TAPE TO CUT TO EXACT SIZE.SCRIBED AND CUT FOR ACCURATE FIT WHERE WORK ABUTS 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PROJECT CONDITIONS: BEEN LISTED BY UL OR TESTED ACCORDING TO ASTM C 119 FOR TYPE OF b).READY-MIXED JOINT COMPOUND. PROVIDE BOND. OTHER FINISH WORK.DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS. PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR B).COORDINATION OF WORK: A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL- CONSTRUCTION INDICATED. c).ALL PURPOSE JOINT COMPOUND. 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT H AND APPEARANCE. 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg.F.MAINTAIN QUALIFICATIONS OF INSTALLERS: INSPECTION: TO FUNCTION AS FILL OR SECOND COAT. 3).DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, STORAGE CONTAINERS IN A CLEAN CONDITION,FREE OF FOREIGN MATERIALS 1).USE ONLY SKILLED AND EXPERIENCED GYPSUM DRYWALL INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACING AND ALIGNMENT TO PRODUCE SURFACES 6).FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. EXECUTION: I).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE AND RESIDUE. UP THE GYPSUM BOARD,FASTENING,TAPPING ABD FASTENING. WITHIN SPECIFIED TOLERANCES. 7).DRY EMBEDDING COAT PRIOR TO APPLICATION OR FILL COAT. ).TRIM AND MOLDINGS:INSTALL IN SINGLE,UNJOINTED LENGTHS AT OPENINGS AND OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE OF COMPATIBLE PRIMERS. b).FILLING: FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE.FOR LONG RUNS, B.APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE 2).HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND B).VERIFY THAT SPACING OF INSTALLED FRAMING DOES NOT EXCEED MAXIMUM 1).APPLY JOINT COMPOUND OVER EMBEDDING COAT. USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS PAINTED AND SURROUNDING AIR ARE BETWEEN 50 AND 90 deg.F. CONSTANT SUPERVISION AT ALL TIMES BY THOROUGHLY SKILLED GYPSUM ALLOWABLE FOR THICKNESS OF DRYWALL TO BE USED. a).FILL TAPER FLUSH WITH SURFACE. M RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE OLDING AT RETURNS.MITER MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. DRYWALL INSTALLERS. b).APPLY FILL COAT TO COVER TAPE. ALL CORNERS. THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. APPLICATION C.APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMIPERATURES OF SURFACES TO C).VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED. c).FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT %).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. 3).IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL,NO ALLOWANCES COMPOUND LINE. K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL OF SURFACES TO BE PAINTED. 2).JOINTS WITH NO TAPER: ).ATTACH THE WORK SECURELY IN PLACE. WILL BE MADE FOR LACK OF SKILL ON PART OF THE INSTALLERS. D).DO NOT PROCEED WITH INSTALLATION OF DRYWALL UNTIL DEFICIENCIES ARE a).NAILING:BLIND NAIL WHERE POSSIBLE.USE FINISH NAILS WHERE EXPOSED.SET WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. D).DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR MIST;OR WHEN RELATIVE MANUFACTURER'S RECOMMENDATION: CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE. a).FEATHER OUT AT LEAST 4 in.ON EITHER SIDE OF TAPE. NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE ).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS THAN 5 deg.F. b).DO NOT APPLY FILL COAT ON INTERIOR ANGLES. Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON 1).THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION,WHEN 3).ALLOW FILL COAT TO DRY PRIOR TO APPLICATION OF FINISHED COAT. NATURAL FINISH(IF ANY). ABOVE THE DEW POINT;OR DAMP OR WET SURFACES. APPROVED BY THE ARCHITECT,SHALL BE THE BASIS FOR ACCEPTANCE OR E).PROTRUSION OF FRAMING.TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL IS STARTED. c).FINISHING: INTO OR DIRECTLY ATTACHED TO SUBSTRATES. ENSURE USE OF COMPATIBLE PRIMERS. A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROM DE PRODUCT REJECTION OF ACTUAL INSTALLATION METHODS USED IN THIS WORK. 1).SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, ALLOWABLE TOLERANCES: INSTALLATION: AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE ).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, LISTED BELOW. A.GENERAL: ALL JOINTS. ).CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1).1/8 in.IN 8 ft.MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED 1).INSTALL ALL PANELS PLUMB,LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING. a).FEATHER TO SMOOTH UNIFORM FINISH. GRADE SPECIFIED. PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. B)•MANUFACTURERS'NAME: LINE OR SURFACE. b).APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING a).SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUNK RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF 1).BENJAMIN MOORE&CO.(BENJAMIN MOORE) 2 .USE PANELS OF MAXIMUM SIZE LENGTH PRACTICAL T MINIMIZE B COMPOUND. CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION 2).CONTRACTOR SHALL TAKE INTO ACCOUNT THE TOLERANCE ALLOWED IN THE ) S CT 0 M BUTT JOINTS. 2)•SAND FINAL APPLICATION OF COMPOUND TO PROVIDE SURFACE READY BURN-THROUGH OR OTHER DEFECTS UE TO INSUFFICIENT SEALING. AND PAINTING. PAINT MATERIALS,GENERAL: SUBSTRUCTURE TO WHICH HE IS TO ATTACH THE FURRING STUDS AND GYPSUM a).WHERE UNAVOIDABLE,LOCATE END BUTT JOINTS AS FAR FROM CENTER OF INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. A.MATERIAL COMPATIBILITY:PROVIDE BLOCK FILLERS, PRIMERS AND FINISH-COAT WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. FOR DECORATION. b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. 3).FILLING AND FINISHING DEPRESSIONS: ( N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED PRODUCT DELIVERY,STORAGE AND HANDLING: 3).INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT. a).APPLY JOINT COMPOUND AS FIRST COAT TO FASTENER DEPRESSION. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE A).DELIVERY AND HANDLING: b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER ).PLASTIC LAMINATED FINISH WORK(WHERE LOCATIONS APPLICABLE): ).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. a).DO NOT INSTALL IMPERFECT,DAMAGED,DAMP T WET PANELS. a).COORDINATE AND VERIFY SIZES AND LOCATIONS 0 F OPENINGS FOR FIXTURES AND COVERAGE,CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, 1).DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABEL FIRST COAT IS DRY, SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE b).BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT WITH ACTUAL FIXTURE SIZES.FORM INSIDE CORNERS TO A RADIUS OF NOT LESS B.MATERIAL QUALITY:PROVIDE MANUFACTURER'S BEST-QUALITY PAINT MATERIAL OF INTACT AND LEGIBLE. MORE THAN 1/16 in. OPEN SPACE BETWEEN PANELS. Q.LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF THAN 1/8".ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF CONDITION AND AS SPECIFIED. VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND 2).HANDLE MATERIALS WITH CARE TO PREVENT DAMAGE. c).DO NOT FORCE INTO PLACE. SURFACE. CRACKS. 0).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. RECOMMENDED BY MANUFACTURER FOR APPLICATIOIN INDICATED.PAINT-MATERIAL 4).FINISH BEADS AND TRIM: SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND B).STORAGE: a).FIRST FULL COAT: CLOTHING CLOSETS: CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL 4).LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN HORIZONTAL 1).SHELVING: CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR NOT BE ACCEPTABLE. 1).STORE MATERIALS INSIDE UNDER COVER,STACK FLAT,OFF FLOOR. 1).APPLY JOINT COMPOUND TO BEAD AND TRIM• OTHER SURFACE IMPERFECTIONS. SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF APPLICATIONS O WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK 1). SHELVES TO BE 3/4"THICK,QUALITY GRADE,BIRCH VENEER-CORE PLYWOOD. 2).STACK WALLBOARD SO THAT LONG LENGTHS ARE NOT OVER SHORT 2).FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE. P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE SURFACE PREPARATION. BLOCKING IS PROVIDED BEHIND END JOINTS. LENGTHS. 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT. 2).PROVIDE TWO SHELVES PER CLOSET. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH C.COLORS:MATCH COLORS AS SELECTED BY THE GNNE:R FROM MANUFACTURE'S a).POSITION PANELS IN THAT TAPERED EDGE JOINTS ABUT,AND MILL CUT OR 3).LOWER SHELF:16"DEEP. FULL RANGE. 3).AVOID OVERLOADING FLOOR SYSTEM. FIELD-CUT END JOINTS ABUT. b).SECOND FILL COAT: 4).UPPER SHELF: 12"DEEP. TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED 4).STORE ADHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING 1).APPLY JOINT COMPOUND IN SAME MANNER AS FIRST FILL COAT. EXPOSED TO VIEW SMOOTH AND DUST OFF. PREPARATORY COATS: b).DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. CLEANING AND PROTECTING: AT ALL TIMES. 2).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS. A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT A.EXTERIOR PRIMER:EXTERIOR ALKYD OR LATEX BASED PRIMER OR FINISH COAT c).STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF 2).SUPPORTS: DISCARDED PAINT MATERIALS FROM PROJECT SITEOF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFACTURER FOR USE JOB CONDITIONS: PARTITION WALLS. 3).DRY COMPOUND PRIOR TO APPLICATION OF FINISHED COAT. . 1).1X3 BIRCH CLEATS AND BACK SUPPORT. WITH FINISH COAT AND ON SUBSTRATE INDICATED. A).ENVIRONMENTAL CONDITIONS: c).FINISH COAT: PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES 1).TEMPERATURE: 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. 3).PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. 2).WOOD POLE SOCKETS 1).FERROUS-METAL AND ALUMINUM SUBSTRATES:RU15T-INHIBATNE METAL PRIMER. 5).PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. a).DURING COLD WEATHER,IN AREAS RECEIVING WALLBOARD INSTALLATION, 2).EXTEND BEYOND SECOND FILL COAT. GYPSUM DRYWALL AT OPENINGS AND CUTOUTS. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F. 3).FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE. FOR SPANS EXCEEDING 4'0". REPAINTING AS APPROVED BY ARCHITECT AND OWNER. PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING 3).WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARATE PRIMER FOR 24 HOURS BEFORE,DURING AND AFTER GYPSUM WALLBOARD AND 4).SAND FINISH COAT TO PROVIDE FLAT SURFACE READY FOR CLEANING: CABINETS,COUNTERS,CASES AND PANELING. FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH 6).ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO 1).CLEAN EXPOSED SURFACES OF PREFINSHED WORK. C).PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. COAT. JOINT TREATMENT APPLICATION. INSTALLATION. DECORATION. COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: 2).VENTILATION: A.SCREW POP: PROTECTION: PROVIDED BY OTHERS TO PROTECT THEIR WORK. OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. B.INTERIOR PRIMER:INTERIOR LATEX BASED OR ALKYD PRIMER OF FINISH COAT FACE SIDE OR BY SAWING. a).PROVIDE VENTILATION DURING AND FOLLOWING ADHESIVES AND JOINT 1).REPAIR SCREW POP BY DRIVING NEW SCREW APPROXIMATELY 1-1/2 in.FROM 1). PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES.MAINTAIN 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFACTURE FOR USE WITH b).COMPLETELY CUT PAPER ON BACK FACE;DO NOT BREAK PAPER BY TEARING. TREATMENT APPLICATIONS. SCREW POP AND RESEAT SCREW, TEMPERATURE AND HUMIDITY REQUIREMENTS DURIING CONSTRUCTION PERIOD IN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. FINISH COAT AND ON SUBSTRATE INDICATED. c).MAINTAIN CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN SPECIFIED IN PDCA PS. 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT b).USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL 2).WHEN FACE PAPER IS PUNCTURED,DRIVE NEW SCREW APPROXIMATELY 1 i/2 in INTERIOR INSTALLATION AREAS. 1).FERROUS-METAL SUBSTRATES:QUICK DRYING,RUST-INHIBITIVE METAL PRIMER. VENTILATION. SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF FROM DEFECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING. INTERIOR PAINT SCHEDULE: BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. 3).WHERE MANUFACTURER DOES NOT RECOMMEND A SEPARATE PRIMER c).UNDER SLOW DRYING CONDITIONS,ALLOW ADDITIONAL TIME BETWEEN d CUT EDGES SMOOTH AS RE 3).FILL DAMAGED SURFACE WITH COMPOUND. A).GYPSUM BOARD(WALLS}: SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH COATS OF JOINT TREATMENT. )� REQUIRED FOR NEAT AND ACCURATE FIT. 1).ACRYLIC FINISH COATS OVER A PRIMER. SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH d).PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT,DRY WEATHER. B).RIDGING: a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN COAT. 7).ALL SCREWS SHALL BE POWER DRIVEN WITH AN ELECTRIC SCREW DRIVER. b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT INTERIOR FINISH COATS: a).SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW 1).DO NOT REPAIR UNTIL CONDITION HAS FULLY DEVELOPED. MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A.ALL INTERIOR PAINTS: 3).PROTECTION: a).APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. B).GYPSUM BOARD(CEILING): 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).BENJAMIN MOORE a).PROTECT ADJACENT SURFACES AGAINST DAMAGE AND STAINS. SEASON. 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. SOLVENTS SO SURFACE IS FREE A OIL AND SURFACE CONTAMINATES.REMOVE INTERIOR WOOD STAINS AND VARNISHES: MATERIALS: 8).CAULK THE PERIMETER OF ALL FACE LAYERS(HEAD AND SILL). 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE. O A.OPEN-GRAIN WOOD FILLER: 1).GYPSUM WALL BOARD: 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY 1).BENJAMIN MOORE a).REGULAR BOARD: OVER FRAMING: COMPOUND. rr-i +, GLOSS ALKYD-ENAMEL FINISHES. MECHANICAL METHODS. 1).SINGLE LAYER-CEILINGS: 4).FILL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH. CA v 2).MINWAX 1).ASTM C36 M >~ b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. a).APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. m O 2).THICKNESS: 1/2 in. CLEANING UP: M v u ).MATERIAL PREPARATION: b).BACK BLOCK ENDS AND EDGES OF WALLBOARD. A.DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK N 5 B.INTERIOR WOOD STAINS:ALKYD BASED, 3).EDGES:TAPERED. C).FERROUS METAL: 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, 1).BENJAMIN MOORE b).MOISTURE-RESISTANT BOARD: OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED O LQrte+ � v 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. FREE OF FOREIGN MATERIALS AND RESIDUE. 2).MINWAX 1).ASTM C630 2).SINGLE LAYER WALLS: CONDITION AT ALL TIMES. Po rn M 0 a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. 2).THICKNESS: 1/2 in. a).APPLY WALLBOARD VERTICALLY.INSTALL HORIZONTALLY FOR WALL HEIGHTS 1).IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, � S�, b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. C).INTERIOR ALKYD OR POLURETHANE BASED CLEAR SATIN VARNISH: 3).EDGES:TAPERED. OVER 8'0". IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF X O cz cl IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. 1).STAGGER END JOINTS TO OCCUR ON DIFFERENT FRAMING MEMBERS ON 1).BENJAMIN MOORE c).FIRE-RATED BOARD: RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. Is, +. D).ZINC-COATED METAL: OPPOSITE SIDES N PARTITION. j u 1).ALKYD ENAMEL FINISH:TWO COATS OVER A PRIMER. ).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, 2)•ABSOLUTE COATINGS(LAST'N LA 1).ASTM C36,TYPE-X PATCHING: b).BACK BLOCK END JOINTS. A.WHERE NEW WORK OR REPAIR WORK CONNECTS WITH EXISTING WALLS,THE 0 +' 3).MINWAX 2).THICKNESS: RE in. 0 r, a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR 3).EDGES:TAPERED. CONTRACTOR SHALL DO ALL NECESSARY CUTTING AND FITTING'OF EXISTING � � •�, � b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO 3).MECHANICAL FASTENERS-SINGLE LAYER: WALLS,REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS I ,2+ INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHE UL AINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. FASTENERS: a).SCREWS: AND AS NECESSARY TO MAKE WORK,AND ALTERATIONS MADE IN THE m u � A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS 1).SCREWS: +5 n PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE"W" EXISTING BUILDINGS. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).COURSE THREAD,SELF-TAPPING,BUGLE HEAD,FOR USE WITH POWER DRIVEN COURSE THREAD DRYWALL SCREWS. � rte+ 0 NOT FACTORY FINISHED,)TWO FINISH COATS OF VARNISH OVER A SEALER COAT � U m AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. TOOL 2).MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 in. B.ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS � •- U) 1).TYPE"W"DRYWALL SCREWS. 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT 3).STAGGER MECHANICAL FASTENERS OPPOSITE EACH OTHER ON ADJACENT OF THE EXISTING BUILDINGS SHALL BE PATCHED OR REPLACED AS NECESSARY BY 00 y .fl 2).STAIN COAT:INTERIOR WOOD STAIN. WHERE VISIBLE THROUGH REGISTERS OR GRILLES. b).LENGTH: ENDS OR EDGES. N v 3).SEALER COAT:CLEAR SANDING SEALER. 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 1).SINGLE LAYER: 1-1/4 in. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS. 0 w 4).SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE. 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN EXPOSED SURFACES. 2).FACE LAYER OR TWO LAYER APPLICATION: 1-5/8 in. 5).SPACE SCREWS 12 in.O.C.ALONG SUPPORTS AND CEILINGS. VARNISH. 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE 6).SPACE SCREWS 12 in.O.C.ALONG ENDS AND EDGES AND FIELD OF EXTERIOR FACES. WALLBOARD AND WALLS. 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 7).DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER. CASEWORK TO MATCH EXTERIOR. W o Q u DRAWN: MH/MS SCALE: 1/4"=1'-0" •'r tk fa' s S' a JOB#: SHEET NUMBER: