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HomeMy WebLinkAbout34961-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34725 ~te: 12/03/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS I~cation of Property: 150 SALTAIRE WAY (HOUSE NO.) (STREET) Co~u~ty Tax Map No. 473889 Section 100 Block 1 Subdivision Filed Map No. Lot No. MATTITUCK Lot 40 ( H3kMLE T ) conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2009 pursu~q~lt to which Building Permit No. 34961-Z dated AUGUST 28, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECK AND PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. 1/6/11 CORRECTED TO REMOVE DECK FROM THIS CERTIFICATE OF OCCUPANCY. NOT BUILT PER GARY J FISH BUILDING INSPECTOR. · ~ne certificate is issued to KEVIN A ROb~kNOWSKI (OWNER) of the aforesaid building. SUFI~LK COlYN~f DEPANTMENT OF HF~kL~{AI~PROVIkL N/A ELBL-rRIC~kL CERTIFIC3%~q~ NO. 12208 10/09/10 PLIERS CERTIFICATION D~rF~3 10/04/10 BERTSAND PLUMBING CORP ? /~t~zed ~gnature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPkRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34725 Date: 12/03/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 150 SALTAIRE WAY (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 100 Block 1 Subdivision Filed Map No. Lot No. __ MATTITUCK Lot 40 ( HAMLET ) conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2009 pursuant to which Building Permit NO. 34961-Z dated AUGUST 28, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECK AND PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KEVIN A ROMANOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPART~NT OF HEALTHAPPROVAL N/A EI~crKIC3%L C~'rIFICATH NO. 12208 10/09/10 PL~ C~'rIFICATION DATED 10/04/10 BERTSAND PLUMBING CORP /~th~ iz/ed~S'gnature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34961 Z Date AUGUST 28, 2009 Permission is hereby granted to: KEVIN A ROMANOWSKI 150 SALTAIRE WAY MATTITUCK,NY 11952 for : CONSTRUCT ONE STORY ADDITION, INTERIOR/EXTERIOR ALTER3~TIONS TO SFD PER APPROVED PLANS AS APPLIED FOR at premises located at 150 SALTAIRE WAY MATTITUCK County Tax Map No. 473889 Section 100 Block 0001 Lot No. 040 pursuant to application dated JULY 27, 2009 and approved by the Building Inspector to expire on FEBRUARY 28, 2011. Fee $ 874.80 Autho~i zed' Slgnat~re COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTIIOLD BUILDING DEPARTMENT PPLI Ail 765-1802 This application must be filled in by typewriter or mk and suNnitted to the Building Dep~ame[t with the following: ~. For ne~ building or ne~ u~e: L ~0WN 0F 1. Final su~y of Wopc~y with accurat~ location of ail bufldh~gs, prope~y lines, streets, ~d unusual natural or ~opogmph]c Features. 2. F~na] Approval from Health DeF. o~ water supply and s~wdrage-disposa] 3. ~pp~ova] of~ct~cal i~stallation from Board of Fire ~d~[w~t~rs. 4. Sworn statement from plumbdr cc~fi[y[ng ~hat thd sold~ usdd in system co,tails ]css than 2/] 0 of 1~o Icad. 5. ~omm~rcia] building, ]~dustfial building, multipl~ residences and simila~ buildings and installations, a c~fl~cate of ~od~ ~omphanc~ from amhit~c~ o[ cngincc~ msponsiN~ t~r thc building. 6. Submfl ~]an~]~g Board ~ppmval of completed site plan ~equimm~nts. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and conscnt to inspccl signed by thc applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporac~ Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. O~vner or Owners of Property: ~.~ Suflblk County Tax Map No 1000, Section Subdivision l'ermit No. Health Dept. Approval: Plamfing Board Approval: Reqnest for: Te~nporary Certificate Fcc Submitted: $ O~Q) . Datc. Old or Pre-existing Building: Date of Permit. (check one) Street Hamlet ., log>, Block Filed Map. Applicant: Lot - L( 0 Lot: Underwriters Approval: Final Certificate: (check one) Applicant Signature + SUFFOLK I~UREAUof 40 Nottingham Drive, Middle island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maih SBEIGS@gmaii.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough Tn Inspection Date: Application No.: Tucker Electric Inc. 3an 22t 2010 12208 Certificate No.: Final Inspection Date: Building Permit No.: 12208 Oct 09~ 2010 County Tax IViap No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Kevin Romanowski Site Location: 150 Saltaire Way, Mattituck, NY 11935 Owner's Address (if different): [] Residential [] Commercial L~ New [] Addition [] Indoor [] Outdoor [] Renovation [] Survey Single Phase 200a Heat Three Phase Hot Water Main Panel 1 AC Cond Sub Panel AC Blower Transformer Appliances D~sConnect 200a Switches GFCI Breaker 1 Heat Pump Other Equipment: 1-oven, 1 wirlpcol bath dw [] Basement [] Service [] Shed [] First Floor [] Pool [] Hottub ~-_1 Second Floor ~1 Attic [] Garage Other: INVENTORY Duplex Recpt 36 CeJting Fixture 12 HID Fixtures GFCI Recpt 10 Wall Fixture 5 Smoke 3 Single Recpt Recessed Fixture 36 CO Detect 2 Range Recpt Flourescent Smoke CO Combo D~yer Recpt 1 Emergency Time Clock ]wist LOCK ~xit F~xtures Pumps Electric Heat Pool Luminaire Exhaust Fan 3 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Tucker Electric Inc. Inspected By: Roger Richert License No.: Date Of Certificate: Oct 09,20~0 Town Hall, 53095 Main Road P.O Box 1179 Southold, New York 1197]-0959 Fax (631) 765-9502 Telepho n e (631) 765 - 1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 3 C} q (.~ I ~ Ow,ne,-: (Please print) Plumbe~: Bertsand Plumbing Corp. (Please print) Date:~r. tober~ 20 10 I ce~tifF, that tine solde~ used in tine water supply system contains less than 2/10 of 1% lead. Swo~ln to before me this ~th davof 0ctpber , 2010 (Plumbers S~gnature) Nolary Public, Suffolk C, ounty III.eh M, Roache Notary Public, State of New York No. 4826~42 Qualified in Suffolk County Commission Expire.., January 31, 20_/J; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I F~ I N SPEC RTo~uG" P~N"G' D~JNDATION 1ST [ [ ~__/~DATION 2ND [ I-'~NSULATION [ .,"]' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR~..SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~ FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] IN~I~ATION [/~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRA110N REMARKS: ~:~_ r~/~/-~/¥ ~ DATE INSPECTOR Date: February 5, 2010 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Bt DG. DEPT. TOWN OF SOUTHOtD To: Town of Southold Building Dept. Re~ Framing/Footings/Strapping/plumbing Inspections Romanowski Mattituck, NY Permit#34961 To Whom It May Concern: A first and second foundation, damproofing, framing, Strapping, and plumbing inspection was preformed on the above mentioned property, it is deemed that all work performed was completed to plans and meets all state and local codes. Also a pressure test was performed on the entire plumbing system and all systems passed the pressure tests. Any other questions please call. ~,x~~i~eerkoski ROBEE~I BERTORELLQ Fax (631) 208 8411 2087 Osborne Avenue Calverton, NY 11933 (631) 208-8400 Office October 6, 2010 Mr. Kevin Romanowski 150 Saltaire Way Mattituck, N.Y. 11952 BLDG DEPT TOW!~ 0g S0[IT HOLU RE: 150 Saltaire Way, Mattituck Dear Sir: This letter is to certify that an air test was completed on the above - mentioned residence with a 5 PSI test for a period of twenty four hours. Very truly yours, ' Robert Bertorello, President Bertsand Plumbing Corp. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. ~0' ~f 1(~" / :'~ Examined Approved Disapproved a/c · ld]O 9(/]8 Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assbssment Form Contact: Mail to: Phone: 2 · ' I,,2o Building Inspector APPLICATION FOR I~UILDING PERMIT · 5 20 · · '~ Date . .... ,, . , INSTRUCTIONS a. This application MUST lJe'c0mpletely filled in by typewri(e~ or in ink and submitted tdihe 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-ciJmmenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant· Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date· If no zoning amendments or other regulations affecting the property have b,e. en enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additior; s'ik ~0~Iis. Thereafter, a n6w~p~rmt~ slmtl be. r~qm'red. '~'~,, , ~.-, ~ ...,. ,~: v.......,,'. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the'construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nmne of owner of premises ~ '"'--'- ~ xn._,~ .-.----~ ~O~.lwx ~o~-,o~--.'~ (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: House Number Street [ Hamlet County Tax Map No. 1000 Section I ~ (. Block I Subdivision Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occfipancy'of proposed construction: a. Existing use and occupancy ~; t ~ '~x.~,~,~ ~ to~l ~ b. Intended use and occupancy %~e~\O V,~.~,,'I,.~ Nature of work (check which applicable): New Building 'K Addition Repair Removal Demolition Other Work 4. Estimated Cost ~I~'O,DDO Fee 5. If dwelling, number of dwelling units ~ If garage, number of cars l, Alteration (Description) (To be paid on filing this application) Numbe~[ of dwelling units on each floor 6. If business, commercial or mixed occupancy, specifY nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front 0o ~ -8 Rear Depth ~ ~, ~ Height | "7 ~ Number of Stories ~, Dimensions of entire new construction: Front ~- ~ Rear Height ~ 17' Numberer Stories ~. Depth 'z~'-3.~ 9. Size of lot: Front /1~2) e Rear (00' Depth ~O t 10. Date of Purchase Name of Former Owner _.! 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ?< 13. Will lot be re-graded? YES NO ~< Will excess fill be removed from premises? YES ~K NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address~hone No Address Phone No. 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..C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO __ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ~..~ 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 · IF YES, PROVIDE A COPY. __NO d~ STATE OF NEW YORK) t~SS ..... COUNTY OF <~'l.,//';I;'~.,/'L ~' '"' """ ' ' ' : z, ',.. ' I~L/~ ~0~x/~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the O(/V~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 ..-~--. - ,.. · .., .. . ...q. , ..~ - Not~'ry ~ub~c~//' 80~Pullic,~ai~ Signature of Applicant c0mn~m~u~ch ~2, v - U Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes Ho Will this Pmjecl Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site cleating aod/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show Ail Proposed Drainage Structures Ind ca ng S ze & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surfaco WaterFIowl -- Will this Project Require any Land Filling, Grading or ExcavalJon where there is a change to the Natural r'~ Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r~ Five Thousand (5,000) Square Feet of Ground Surface?~ Is there a Natural Water Course Running through the Site? r~ is this Project within the Trustees jurisdiction or within One Hundred (1 Off) feet of a Wetland or Beach?I~1 Will there be Site preparation on Existing Grade Slopes which Exceed Fitieen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r'~ nto and/or in the direction of a Town right-of-way?~ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION~ Ye~s No Does this project meet the minimum standards for c ass fica on as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- STATE ( That I, SS being duly sworn, deposes and says that he/she is the applicant for Penniik And that he/she is the .................................................................................................... (Owner, Contractor. Agent, Corporate Officer, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that ~11 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 herewith. Sworn to before me FORM - 06/07 BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~'& ~OfKot~t..a~05~ , Architect/Engineer: ~ 0~..k~ t_L~ o~< ~.~ SCTM# 1000- /~,~ - / ~/~/~ Subdivision: *Date Submitted: ?_/ ~/~6/O~>* Date Reviewed:~/~/06/O~ Estimated Cost: /5~F) ~ c Zone: f~ +/(-Conforming? Property Address.' /~C'~' ~-'~LYC~/z'f£d/L(- ' ' k'~'4k' a City: ~scq~r?' ~/~£/( Pre COs? Building Permits (Open/Expired): B?_~ ..~'~/U-Z/c/o Z- ~L% o~, Info:/tJ]~) BP -Z/C/0 Z- ,Info: BP__-Z / C/0 Z-__ Info: BP__-Z / C/0 Z-__, Info: BP__-Z / C/0 Z- , Info: Single & Separate Search Required? Y o.r~Determination: REQ. Lot Size: ~r'~(5 ACT. Lot Size'. r/~)~'~) ~- REQ. Front t ACT. Front REQ Side ACT. Side REQ. Height ACT-..Height , , ~ Project Description: /5~'6't.'] ~/~,/L31~O'~ / Waterfront? Y or.~. REQ. Lot Cov. ~_~, ~ACT. Lot Cov. REQ. Rear PROP. Rear If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: YorN/If yes, *Bed#: *Date: / / *Permit#: - If no, certification required: Y or N Received: Y or N By: / / Permit #: / Pernfit #: Permit #: / Permit #: / / NYS DEC: PRE-DEC9/I/75 xl7 or ~-Date: Southold Trustees: Y or,N/-- Date: / Southold ZBA: Y or/- Date: / / Southold Planning: Y or ~- Date: / Town Landmark C of A: Y or/DTE: Town Septic: Y or ~ or NJ Letter - Notes: or NJ Letter- Notes: - N6tes: - Notes: *NYS CODE Compliance (page 2): Y or N Notes: Fee Strncture: Foundation: "~() 0 SF First Floor: I~ SF Second Floor: :.,~. i'fig/ SF Other: ~¢0_clq SF Total: SF Calculation: 1, (~5~Z_SF)-( 2. ( .SF)- ( + hfitial Fee: + Additional Fee ( __): SF)= SF X $ :$ + hfitial Fee: + Additional Fee ( ): TOTAL: $ ~5:~74 NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERiA: Ground Snow Load: 45 ~' Wind Speed: 120MPH JSelsmic Design Category: Weathering: Severe / Frost Depth: 36" Termite: M~H Decay: S-M Design Temp: I 1 / Ice Shield Underlay: YES / Flood Hazards: USE/OCCUPANCY CLASS~ICATION: 1 HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: "~7~ DESIGN CRITERIA: /~ ,7 ENG1NEERED/P RES CP,~P TIVE ~~ FULL FILAMING DESIGN ELEMENTS ;~ HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LU1VIBER SPECIES AND GIYCADE: DES IGN LOAD CAI,CULATIONSs~/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N GERDERS: Y/N P. OOF RAiVFERS: ¥/N V, rIND: Y/N WISxlDOW AND DOOR SCHEDULE: ,MISSLE TEST REQ~J'IREMI4gNTS:/5~ EGRESS 5.7 S~: M/N LIGHT 8% :~/N VENT 4%: ~ NA[L~G/CONSTRUCT!~N SCHEDULE:.~ ME~S OF EG~SS:/~ PL~B~G RISER DiAGI~I: ?~ LOCATION OF FI~ PROTECTION EQUIPMENT: Y~ TRUSS DESIGN: Y/N CERTIFICATION: )~ ENERGY CALCS: / TO 1AL COMPL1ENCE. Y/N (RI~71 URN TO I AGE ONE) /~ _ )- ~/~ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET /..~ VILLAGE DIST.I SUB. -~o7 ~PE ~BUILDING RES. ~/~ S~S. VL. FARM COMM. CB. MICS, Mkt. Value ~ND IMP. TOTAL DATE ' REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Wo~land FRONTAGE ON ROAD Meadowland DEPTH BULKH~D House Plot I Total ~ DOCK COLOR /V' ,e -~. TRIM c.~ ~/ 7' ~' Exten,sion ~$ Xz~j' ~?~ ~ : j ' Extension Foundation ~.~. Bath / ~ Dinette Pe~ch~(~, ~V~ ~ ~ ~ ~ ~ ~3 Basement ~M~ ~ Floors ~ K. Porch Ext. Walls ~2~)~, ~/~V nferiorFinish ~j~?Z6 ~ LR. Breezeway Fire Place ~ ~ Heat ~ ~=~ DR. Garage / ~ ~ ~ = ~ ~ zo ~ ~ ~cType Roof ,Rooms 1st Floor / BR. Patio j RecreaHon Room Rooms 2nd Floor FIN. B O.B. Dormer Driveway .$1375 Mahl Road P.(). Box 117!1 'lclcphonc (ti31) 763-1~02 l:a× (ti/I) 765 9,;/)2 TOWN OF SOUTHOLD October 7, 2010 Kevin Romanowski 150 Saltaire Way Mattituck, NY 11952 NOTE: See inspection report from Building Inspector dated 10/1/10. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ~,,~ Application of Certificate of Occupancy. (Enclosed) ' ',~ Electrical Underwriters Certificate. '~ A fee of $25.00. Final Health Department approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34961-Z addition/alterations WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: I/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" UNDERWRITERS CERTIFICAT~ REQUIRED ALL CONSTRUCTION SNALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. occuPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF occUPANCY PLiUMBER CERTIFICATION ON iLEAD CONTENT BEFORE CEFhTIFICA TE OF OC~UPANC Y SOLDE~ USeD IN WA TER SUIPPL Y SYSTEM CANNOT EX~CEED 2/10 OF I% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING SEFORE COVERING AP, PROVED AS NOTED DATE'. ~,E P. l, _d~ t~/q~¢ / EEE:. ~1~ ~ ~,~ NOTIFY 5U]LDJNG F~EFARI'MENi AT 765-1802 8AM lO 4PM FOF{ THE FOLLOWING INSPEDT~ONS: 1. FOUNDATION -1WO REQUIREB FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. ~NSULATrON 4. FINAL * CONSTRUCTION MUST BE COMPLETE FOR C,O ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR BES[GN OR CONSTRUCTION ERRORS. RET ..... ~ C~AP%ER 23~ O~ lHE lO~ CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. M C H Design Services phone: (631} 298-2250 e-maih michael@mch designservices.com Z DRAWN BY: MH ]uly 05, 2009 SCALE: 1/4" = 1'-0" SHEET NO: 4X4X 1/4-" STEEL COLUMN REBAR @ / I"0C · w. IIE [ ~ ~'O~C~ 1/ON PRZOR TO C(]NST~UC ~ON (3) 2XiO ACO GIRDER EXISTING O*2 EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0' (~ PRO]ECT NORTH I M ~, H phone: (631) 298-2250 michael@mchdes[gnsew[ces.com Z DRAWN BY: MH July 05, 2009 SHEET NO: f W.I.C. MASTER MASTER BEDROOM rTRAY CEZLZNG ] SITTING AREA [TRAY CEILING I OFFICE {FORM£R BEDROOM) ® ® EX. BATH No. 2 EX. BEDROOM No. 1 EX. COVERED STOOP FLOOR PLAN SC__.~LE: 1/4" = 1LO' (~ PROJECT NORTH W.I.C. PATIO ON GRADE~I LANDING EX. DI'NING (ALT[R£D) EX. KITCHEN CL .,o LNDRY. RM. iv.z;.) EX. LIVING ROOM (ALTERED) EX. GARAGE ,/ WALL LEGEN~D I WALL TO BE REMOVED I phone: (631) 298-2250 e-maih michaeI~mchdesig nservices.con Z DRAWN BY: MH July 05, 2009 SCALE: 1/4" = :L'-O" SHEET NO: r 2x~ R~ ~ i ROOF PLAN ~CALE: 1/4"= 1'-0' ~) PROJECT NORTH (EXISTING) Of M C H Design Services phone: (631) 298-2250 michael@ mchdesignservices.com Z DRAWN BY: HH ]uly 05, 2009 SCALE: 1/4"= 1'-0" SHEET NO: C H Design Services 4u J4 24"0C 12" O.C. (3) 3-3/~xJ HL DROPPED NDR. COLUMN cia RA~.ZNG PER OWNERS CONC. PIER 10" PC FOUNDATION DAMPPROOF EXT. ~*"co~c. ~,s WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECT[ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMII-FED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609,1,4~ 1609,6,5 AND TABLE 1609,1,4 OF N.Y.S, RESIDENTIAL CONSTRUCT[ON CODE), THIS IS NOT A SUBs I 11UTION FOR DESIGN-PRESSURE, ALL OPENINGS Must HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS, SHU FrERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, SLOPE 1/4 PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T,S. 3 APROVED SEPTIC SYSTEM m i 'es phone: (631) 298-225O e-malh michael@md~desig nservices.com Z DRAWN BY: MH .luly 05, 2009 SCALE: 1/4" = 1'-0" SHEET NO: S 1&°5q'30'' E 100.00' PROPERTY: 20,000 SQ. Ft. HOUSE: 2505.q SQ. FT. DECK: 294.4 SQ. FT. LOT COVERAGE: 1'1.% 20.1'= , I~. 29.3' . ~ PROPOSED '~ PATIO ON diRADE I cc ~ 1 STY FR. 1.3.'- I le, I ADDITION~ )~ ~ I lq.7' N 16°5q'30'' W 100.00' SALTAIR WAY SITE PLAN SCALE: 1" = 10'-0' NYS ENERGY COMPLIANCE NOTES WINDOWS AND DQOR$; PLUMBING AND ELE£TRI~AL, FOUNDATION: FRAHING: RESclI,cl; S.~re Version .4.-2..~ Compl,ance Certmf, cate C H ~-mg~ Non-Ek~c STORM WATER N.T.S. DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE DRY WELLS: NEW ROOF AREA: 1316 S~. FT. @1010% WATER RUNOFF: 219.8 CU. FT. PROVZDE: (1) 8' DIA X 6' DEEP DRYWELL DRYWELL CAPACITY: 253.5 CU. FT. Design Services de i nse ' 3hone: (631) 298-2250 e-maih michael@ mchdesignservices.com 0< DRAWN BY: HH ]uly 05, 2009 SCALE: (SEE PLAN SHEET NO: ['----2 I ---1 I MASTER BEDROOM INTERIOR ELEVATIONS BEDROOM No. 2 INIERIOR ELEYAIIONS LIVING ROOM INTERI~OR ELEVATIONS K~ITCHEN / LIVING ROOM INTERIOR ELEVATION (WITH COLLAR TI£S) ~ C H c d ~se ' s.co phone: (631) 298-2250 e-mail: michael@mchdesignservices.com Z DRAWN BY: MH )uly 05, 2009 SCALE: NTS SHEET NO: JOIST DETAILS Joist tmadng st ends ®e ee .'~.r ] //~//~~ I~cklr=J panel bataee. WEB STIFFENER ATFACHMENT BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEARING AT WALL WINDOW HEADER BEAM TO BEAM CONNECTION BEARBJG AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP-LOADEDU BEAMS (1) I.~4" Width Pieces: SEARING AT CONCRETE WA[J. ~%,.%,:,,.,, ,..o,, ,~..,,,~ ~. FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES ELEVATED COLUMN COLUMN EASE BASE INSTALLATION TIPS iI Ii Use B1 or B2 at load bearing or shear wall from above This sheet Is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES. TJI Joists Table A - End Support ROUND HOLE SIZE SQ IARE OR RECTANGULAR HOLE SIZE ROUND HOLE SIZE SC IARE OR RECTANGULAR HOLE SIZE ALLOWABLE HOLES - Beams and Headers F.F,,,-~,,.-,-..,-,.,-,-,,~ ~ .r ,. Rim to TJI Joist BEAM ATTACHMENT at BEARING WARNING I~ C H phone: (631) 298-2250 e-mail: michael@mchdesignservices.c~m Z DRAWN BY: MH ]uly 05, 2009 SCALE: NTS SHEET NO: KING STUDS RAFTER -- WALL STUD ~ BOTTOM pLATE  HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER ]ESCRIPTIOi~ APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ,TOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBEF DESCRIPTION APPLICATION LOCATIOi~ JSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBEF DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 I-t/4"x12" 20ga. STRAP APPLY TO lEACH JACK STUD ROOF LSTA24 1-1/4"x24' 20ga. STRAp ~PPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER ~,PPLY TO EACH RAFTER / LEDGEF 3'GIST DIRECTION WITH {2} $OISTS. UNDER WALL. FOR ~OIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE YHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS AT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGEF BLOCKING @24"OC  THROUGH-ROOF EXHAUST J ~ ~'~,~,~% VENTS SELECTED AND I CATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF x VENTILATION CHANNEL RIM BOARD O ~I ~CRIMNEY ~ BEGUIBEO , RAFTER Ix SILL PLATE(S) () ~ , WALL SNEATBING f~AFTE~6 MAINTAIN ~ ~ ~",~ ~ VENTILATION WOOD JOIST -- ' - ' - - - ' ' - '" ' ' FINISH WALL AND MOISTURE > ( ) ( )'~,, ,, , ~'~ ~4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @~"'OC ~ / AT WALL, -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A -- ~'/ ~ ~ FASCSA AND ALL WINDOW/DOOR OPENING ~TACK STUDS ~ ~ ~ BETWEEINWALLFINBHANB HIN~MUMNETPREEVENTZLATIRGAREA ~--~- ~7 ~r~]COUN''~ GU'rTER :LOOR JOIST DEPTH USP NUMBEF DESCRIPTION APPLICATION /~ / ] ~,~, / ROOFINGi TO AVOID SOAKING WALL STUD ONOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER ,NSTALL4'6"O.C. THE SPACE VE, LATED. ALLOP.INGS TIN SCREENED VENT 4._ 8. LSTA24 I-1/4'x24" 20ga. STRAP AND JACK STUDS ~ ON ALL OPENINGS , ~ ~ / /~"-~ ~ PROVIDE:HEMHED EDGEAT RESISTANT METAL MESH WITB MESH T-CON.~-~FFIT/IEXT. PLYWOOD ~ / /~ /"~ / FLASHIN~ TO FORM CHANNEL OPEI~INGS OF ~ INCH IN DIMENSION. INSTALL 4'0" D.C. , i LOCATION USP NUMBEF DESCRIPTION APPLICATION E~OFFITEI~, LSTAS0 tSga. STRAP AND JACK STUDS CONNECT TO : ~ ~, -/ ~- ' -, ,~4,~ "~-'--'-'~'-'~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl 0 10-3/4" x 18ga. TYDOWN ANCHOR ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN ~OISTS THAT ARE SPICED AND CONNECTTO ~OOF VENTIL,ATION / OVERBEARINGWALLSANDHEADERS 2ND. FL~OR WALL / / ~ ~ ~' ~ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING - I LUALL FL SNING TOPPLATE I 61IDE G,RDER/. ER 1ST. FLOOR WALL BTAPPZNG TO BE ATTACHED TO WALL STUDS @4~"OC WOOD JOIST ~ C) ! 4" - 8' LSTA36 1-1/4'x36" 18ga. STRAP AND JACK STUDS ~I~E~ENT CAPILLARY ACTION LOCATION JSP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING NIH. I-I/2" ALL $OISTS COMMENTED TO A FLUSH BEADER TO BE SUPPORTED WITH DN ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS INSTALL 4'0" D.C, RAFTER/PLATE RTl5 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER TO PLATE OVER RIDGE TO AiR PASSAGE IF ABLE, SET FIR ~OISTS APROX. t/2" HIGHER THAN LVL BEADERG 8" - 16" USTC48 1-1/4"x48" 16ga. STRAP AND JACK STUDS, CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINK. AGE. {[ BEBUCE BUMP OUTS ON ALL OPENING~ PLATE/WALL SPTH4 ~TUD PLATE ANCHOR SLATES TO EACH STUN OF ROOF TERMITE SHIELD , ~ ) ! SUE~FLOO~ SILL GASKET - TYP. CONC. FOUNDATION 6 MIL. POLY --~1~ ~ - V DAMPPROOF EXTERIOR / I , , /[~' I~ L~ ~OLTED TO &,~>, E~E~P1 aJITH KEY~NAYFOOTING d,>>_ CONCmFTG. ANCHOR BOLT CONNECTIONUSEWITH3x3SOUAREWASHERS SIDES AND TOP )/2"GROUT I / ~. ^ ~.. ^ ~ (USP BP583) DRAIN TILE ~ F / I ANCHOR BOLT CONNECTION ~ ~~ __.~.T--'-- · = ' SUPPORTIN(~ MAXIMUM SPACING FLASHING LAPS ( lO Kips ) SILL PLATE TO FOUNDATION ROOFING AT SOS-rOM (CRAWL SPACE OR FOUNDATION) I STORY 72" DC SILL PLATE TO FOUNDATION TYPICAL E~EAH DETAIL TYPICAL CONE. FOUNDATION. APPLY PILASTERS MZN. $" STEEL COLUMN ANCHORED TO 24"x24"x12" CONE. FTG. {CRAWL SPACE OR FOUNDATION) 2 STORIES 36" DC 6TELL / ESOTTOH ESE~F~IN~ WHERE NEEDED FOR STRUCTURAL BRACING. HALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57"OC ~(~OF J~C, K6 ~ YENT5 DETAIL CONC. SLAB .~/// DOOR FRAME L COMPACT FILL ~ ~'~. STEEL BEAH ....... A~CE 4"ID~I'VELUA¥~ NOTCH JO[ST AND AD.TUST HEZGHT TO BE APROX. I/2" OR HIGHER THAN {PROVIDE STRAPPING TO KEEP ,TOISTS ALIGNED) -- ~ ~ SUBF D~IN TILE ~~ ' SHEET H.AL / ,0' FELT UNDER B.M AT POINT ~~~ ~ STEEL ~ ~ 12" OF CONTACT ~H CONCRETE OR CONC. BLOCK REENFORCE FOOTING W~H [2) ~ RE[NFOaCING eAas. ~. ~[NmU~ e~ SURFACE rO~ ~OOD ~ ~A~E ~00~ ~LOC~OUT phone: (631) 298-2250 e-maih michael@mchdeslg nservices.com FLOOR JOIST DEPTH LISP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" D,C, 4" - 8' LSTA36 1-1/4'x36" 18ga. STRAP AND JACK STUDS DN ALL OPENINGS INSTALL 4'0" D.C, 8" - 16" USTC48 1~1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENING~ FOUNDATIOh ~/6" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTIN(~ MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" DC (CRAWL SPACE OR FOUNDATION) SILL pLATE TO FOUNDATION 2 STORIES 36" DC {CRAWL SPACE OR FOUNDATION) HALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" DC (SLAB-ON-GRADE) DRAWN BY: MH ]uly 05, 2009 SCALE: NTS SHEET NO:  . M UM POST 6TAIt~ f~~ 1-1/2' SPACE MINIMUM HANDRA[LS / )hone: (631) 298-2250 CONCRETE FOOTING DECK POST FTG. CONNECTION DECK/POI~CI-I f~,ILING POST-TO-GIRDER/HEADER CONNECTION BALUSTERS HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS TNE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR HONE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQU~VALENT GRIPPING SURFACE POST RIM/DECK JOIST- USE MIN. (2) 1/2" DIA. GALV. BOLTS wl-rH WASHERS AND NUTS 6TAIf~ Tf~EAD ~ ./~ 6Tt~INGEF'~ ~ 6Tt~INGER TO DEC{<,/POt~CN CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL ,TOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE. SET FIR ,TOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. pST-TO-DECK CONNECTION USE M~l. (2) 1/F2" DIA. GALV. BOLTS WTI-H WASHERS AND NUTS GIRDER/HEADER ~ ~ POST-TO-GIRDER/HEADER CONNECTION LOCATION USIrPr NUMBER DESCRIPTION APPLICATION 4X4 SOLID COLUMN PBS44/r PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN Sx6 SOLID COLUMN PBS66 / PBSE66 / KCGE POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN S MP~ON STAR1 2 H.C. ANCHOR APPLY TO EACH COLUMN SPLICED JOISTS OVER HEADER/GIRDER 3'OIST GIf~DEt~/FIEADE'~ PO6T/COLUf"IN GIf~DER/FIEADER TO POGTICOLUHN CONNECTION FLASHING TUCKED UNDER 5IDINGAND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/~,~,HERS CONNECTEDTO BLDG, @IG DC FLOOR FRAM[FIG 2x ,TOISTS BLOEY~NG FOR---.'~/ ~-O[ST HANGER LAG BOLTS ,,~,~ 5T/B[~ ~ DECK/PORCH LEDGER CONNECTION GIRDER/HE, DER JOISTTo%;O~EAD.,lUSPR%'~';SERI~%tS~'AN%"ORICO.NEAO%°EA o°=Jo,STI WOOD JOIST SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN $OISTS THAT ARB SPICED AND US/WITH RTl0 TYDOWN ANCHORS DECK & PORCH NOTES: Unless othenvlse noted, all framing material te be #1 ACQ pressure treated lumber. L hangers and anchors to be galvinized or stainless steel. Girdem for deck post or pier with washers and nut piem shall be anchored with proper steel connectors ancbemd anchor bolt with washers and nuts. Ig), Posts supporting girders shall be anchored to a 12"x12'~(12" thi~ concrete footing. Use a minimum I/Z' die x 7" long anchor bolt with washem and nuts. Footings Shall be 4 it. below grade. 4). Deck joists to have blocking at 8'0 D.C.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o.c. 6). Concrete piem shstl be a minimum 6' above grade. 7). All joists to be supported wilh hangers and anchom. Each Joist shall also be anchored to girder(s). CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHiELD FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SNOW SPEED DESIGN WEATHERING LINE 1ERMITE DECAY DESIGN UNDERLAYMENT HAZARDS MODERATE SLIGHT TO 20 LBS 120 B SEVERE 3 FT 11 NONE LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION (2) BEAMS (3) BEAMS USP NUMBER I DESCRIPTION I APPLICATION PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PiER PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER UNDI6TU~BED 6OIL UNDISTURBED SOIL (0.GANZCS REMOVED} LEVEL BASE F~T CONSTRUCTION TUBE ~O PLUMB BRACE TUBE FELL ~ PER HANUFACTURES' ~NSTRUCTJONS DI~TU~ / PO0~ ~OIL G~VEL ~VEL AND COHPACT BY HAND ~Y P~STJC ~RSE ON COMPACTED GRAVEL LEVEL B~E F~ CONSTRUC~ON TUBE AND PLUMB BRaE TUBE , FELL ~ PER MANUFACTURES ~STRUC~ON5 CON,C. PIER FOOTING NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES PER TOE JOIST TO: 4- 8d COMIMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COk~IMON BLOCK NAIL LEDGER STRIP FACE TO BEAM 3 - 16d CO~MON EACH JOIST NAIL PER TOE JOISTToONBEAMLEDGER 3 - 8d COMIMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMON FOOT TOE NAIL Z July 05, 2009 SCALE: NTS SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: · The information within this set of construction documents is related to basic design details. They are intended as a construction aid. not a substitute State building codes. The General Contractor is responsible for providing standard procedures to ensure a professionally finished, sb'ucturally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction masts current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and sbeutd be adhered to even if in variance with the plan. ). Dimensions shall take precedent over scaled drawings. 30 NOT SCALE DRAWINGS). ). The designer has not been engaged for construction supervision and assumes no ~spaesibility for construction coordinafing with these plans, nor responsibility fur ;esstruct[on means, methods, techniques, sequences, or procedures, or for safety recautions and programs in connection with the work. There are no warranties for a ~ecific use expressed or implied in the use of these plans. · Refer to the Window and Door schedule for exterior openings· · The General Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manutacture's sbecJflcatioes and applicable codes. ?). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. · Wind load requirements shall be taken into account dudng consf;uctlon. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to ~etarmine intended heights of finished floor(s) above typical grade. · All footings to rest on undisturbed (virgin) soil. · Provide 1/2" expansion joint material between concrete slabs and abuffing ~ncreta or masonry walls occudng in exterior or unheated interior areas. ~). Any new concrete walls being attached to existing concrete structure shall ~ installed with ~ re-bar, 18" long at 12" o.c.. Use approved epoxy for iestallafion. , Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be ~ursd on 4 inch thick sand or gravel fil~ with 6x6 wire mesh reinfoming. Intador slabs :o be reinireure 3-1/2 inch thick. All fill to be compacted to 95% relative density with 3" maximum lifts (layers). 3). Crawl spaces to be provided with a reinimure t 8"x24" access opening. Install one ~lxl 6 cast iron foundagon vent for every 150 sq. ti. of area. ?). Dampproof exterior of foundation with bituminous coating as per section R406 of ~LY.S. Residential Construction Cede. A 6-mil polyethylene film shall be applied over :he below grade portion of exterior walls pdor to bec~iling. 3}. Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and reethods as presedptwe design of (AF & PA) Wood Frame Const. Manual fur One and Two Family Dwellings 0NFCM); or as specitied in R301.2.1.1 2). Unless otherwise noted, all framing and structural wood matedal to be ~ + STR. Douglas Fir. 3). Floors, walls, ceilings and rattem to be spaced at t6 inches o.c. untsss noted otherwise. 4). Unless otherwise noted, all beadng wall headers to be (2) 2xl 0 fl2 + BTR, Doug. Fir. Besdng wal) headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Beadng wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide tire and blocking where applicable· 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. Double u on plans. t rea parallel to the floor joist and under bathtubs. be vedfled for proper load capacEy unless noted 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls· 8). Provide insulation baffles at eave vents between ratters. Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls to have a minimure 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywesd to cover over plates and headers. 10). Unless otherwise noted use 3~4" thick T&G PTS Fir or Advantach plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture s instructions. If ). All bathreore to have 1/2" thick moisture.resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick typa-x sheetrock. Ail other parts of building tu have regular 1/2" sheetrock. Ail wails to be taped and finished· 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type matedal over. 13). Afl sill plates and wood in contact with concrete to be pressure treated. Sill plates fu be installed with a foam sill gasket and cop-r-tax termite shield or approved equal· WIND FRAMING NOTES 1 ). RIDGE~TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of I Od common nails required in each end of the collar fie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER.TO-WALL ASSEMBLY: Lateral ffaming and shear wall connections for rafter, ceiling or truss t~ top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shstl be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplfit connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift cesnections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common mereber in the floor assembly with uplift connectors in accordance with table 3·3· · WALL ASSEMBLY TO FOUNDATION: shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete t5 inches in masonry block fuundafions, or lapped under lhe plata and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bstts are to be spaced between 6-12 inches from the end of a sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 ind3 wood sthJctural panel on the exterior attached with 8d common nails at 6" o.c. at the panst edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. SI. TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II extedor shearwalls shall meet the requirements of table 3.15a-b Mmes the appropriate length adjuslment factors in table 3.16, permieed to be increased when ntedor shearwalls are used· Sheathing and connectior~s shall be in accordance with , CONNECTIONS AROUND EXTERIOR WALL OPE~NINGS: bell be attached ~th uplift connections in accordance ~ table 3.5· Window sill plates shall be have steel cc~ncactors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Nhere a ridge is to be used as a structural beam, the rraffera shall either be notched and anchored on top of the beam or slope connectors shalti be attached to each rafter-to-ridge along the open ceiling part of the building· Connection.,S to the ridge and wall shall be be sttached with the above requirements. DECKAND COVERED PORCH NOTES: II, Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber· ~,11 fasteners, hangers and anchors to be gstvistzed or stainless steel. . Girders for deck joists to be bolted to each post wit~ washers and nuts. .~irders on concrete piers shall be anchored with proper steel connectors anchored eta concrete with a minimum 1/2" die x 8" long anchor' boil with washers and nuts. 3). Posts suppoding girders shall be anchored to a 12"~xl 2"x12" thick concrete footing· Jse a reinJmum 1/2" die x 8" long anchor bolt with wasihers and nuts. Footings Shall be 3 ff. ~elow grade. Porches with covered roofs shall have 12~" dia. concrete piem for the girders. ti· Deck joists to have blesking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed bet[ween the building and ledger· Ledger to be fastened to building with 1/2" dia. bolts wilth washers and nuts where needed· 6). Concrete piem shall be a reinimure 6" above grade·· 7). All joists to be supported with hangers and anchom. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored tlbe saree reanner as a typical building. PLUMBING IqOTES t ). All water supply, drainage and venting to be installe~ as per N.Y.S. Residential Construction Code. 2). Vedfy septic system w~h the Engineer for Suffolk C(ounty Health Department approval. II. If wall studs, plates or joists are cut out during installlafion for any plumbing related work, irovide adequate bracing and plates to protect and secure the structure. Verify with the fiata code and manufscfure's recommendation for ma~ximum hole size and spacing permitted. HVAC SYSTEM NOTES 1 ). Mechanical subconttactor is responsible for adheading to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and mquiremeats with the equipment supplier· HVAC subcontractor to ~ystem layout drawing and subreit it to the General pproval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Restdenti~al Conslmction Code· 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide dete~ctors throughout as per section R313 of N.Y·S, Res denfla Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTIRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES· THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS· ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THIE PRINTED NAILING SCHEDULE, ROOFFRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO g' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-fid COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON ENO NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: I TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA· SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh O.C. NAIL t 6" O.C. FACE HEADERHEADERTO t6d COMMON fiLONG EDGE~ NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3- 16d COMMOA PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2- 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO SEAM ~1 - 16d COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL PER TOE NAIL BAND JOIST TO: Z- 16d COMMON FOOT SEE NOTE: t SILL OR TOP PLATE OOF SHEATHING: JO,,TDESCR, PT,O, STRUCTURAL PANEL18d IAS " A= %3'fll CEILING SHEATHINg: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 7" O.C, EDGE WALLBOARD 5(:1 COOLERS 10" O.C. F ELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON ~,S PER TABLE 3.g PANELS WFCM - SBC 7/16" eSS 6d COMMON 3" O.C. EDGE PLY~VOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE WALLBOARD 5d COOLERS 10'O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION STRUCTURAL PANEL8 1" OR LESS NAIL I NAIL QTY. I .SPACING 60.C. EDGE 8d COMMONI12,, O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). Nailing requirements are based on wall sheathing nafled 6" on-centar at the panel edge. If wall sheathing is nailed 3" on-centcr at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or aflemata connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous ever connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per fuel. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT SEE PLAN TOTAL SQ. FT. OF CONSTRUCTION SEE PLAN DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND (AF&PA) WOOD FRAME CONST. MANUAL for One and Two Fareily Dwellings FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS wig STORAGE 10 ATTICS wi STORAGE 20 DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY BESIGNEB FOR CAT. C LOAD PATH SEE CONSTRUCTION ANDWlND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & Co DETECTORS) (~ SEE FLOOR PLANS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROS1 ~WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNDERLAYMEN1 FLOOD LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 45 LBS. t20 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE f t NONE ROOF SHEATHING REQUIREMENT FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING INAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES PERIMETER EDGE ZONE 8al COMMON @ 6" O.C Sd COMMON ~ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS', NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4' O.C, 8d COMMON @ 4" O.C. SEE NOTES: 1,3 , NO'[ES THESE NOTES ARE ONLY TO BE REFEI~RED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For roof sheathing within 4 feet of the perimeter edge of the roof, inetuding 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to ratter/truss ~raming members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 ich e.c. nail spacing assumes slheathing to rafter / truss framing members with G>0.49. Far framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOP, WIND LOADS: SHEATHING LOCATION 4' EDGE ZONE INTERIOR ZONE NAIL SPACING NAIL SPACING AT INTERMEDIATE I AT PANEL EDGES J SUPPORTS IN THE PANEL FIELD ] NOTES I . . SEE NOTES' t, 3 ( BOTH FIELDS) 8d COMMON @ 6,, O.C. 8d COMMON @ 12 O.C. NOTE: 2 ~:OR PANEL FIELD COMMON ~ 60.C.I 8d COMMON @ 12" O.C. [ SEE NOTE: 3 I NO'TLS THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1 )· For wall sheathing within 4 feet of the coreers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing essume,,s sheathing attached to stud framing members with G>0.49. For framing members with 0·42<G<, tihe nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvlnized box naills shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SEEETROCK FIR{E STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.fl - FZREBLO£KZNG REQUIRED Fireblocking shell be provided to cut off ctl conceuted dreft openings (both ver'ficut end horizrmtel) end to form on effective fire barrier between stories, and between e top story end the roof space· Fireblocking sbell be provided in woed-frorne construction in the following locations. 1}. [n concealed spaces of stud wells rid p~rfifloes, including furred spaces, et the ceiling rid floor levels· Conceoled horizontol furred spoce~s shutl also be fireblocked et inter'vels not exceeding 10 feet. Sot-i's or blankets of mieecal or gloss fiber shall be ollowed os fireblocking in wells constructed using pereilel rows of s'hJds or stoggered studs. 2). At uti iefercormec~'ions be~veen conceatled ver'i'icol end horizrmtut spaces such os occur et soffits, drop ceilings end cove ceilings. 3). In concealed spoces between stair stringers et the top end boSH'om of the run. Enclosed spoces under stairs shell comply with Section R'~11·2.2, N.Y,S. Residential Code· 4). At openings around vents, pipes end duals et ceilfsg end floor level, to resist the free paesege of flame end products of combustion. SI. For the fireblocking of chimneys end fir~ploces, refer to Section R1001.16. N.Y.S, Residential Code, I D H Desrgn ~ervlces chde' se i (631) 298-2250 e-mail: micha el@mchdes~g nservices.com Z DRAWN BY: NH 3uly 05, 2009 SCALE: NTS SHEET NO: PATIO ON GRADE L~ND~ EXmCOVERED STOOP NO. I EX, BEDROOM No. 1 £X. LIA/ING ROOM FLOOR PLAN SCALE: 1/4" = 1'-0' (~) PROJECT NORTH M C H Design .~ erv~ce ~ d 'ce phone: (631) 298-2250 e-mail: michael~mchdesignservices.cor~ Z DRAWN BY: MH July 05, 2009 SCALE: 1/~." = 1'-0" SHEET NO: OWNERS FOR APPROVAL ~ AND HVAC PRIOR TO INSULATING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO M MANUFACTURER'S WARRANTY AND SHALL BE VERIFY ALL WORK.