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HomeMy WebLinkAbout33922-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPkRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34134 Date: 12/11/09 THIS c~TIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1175 FIRST ST (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 117 Block 7 subdivision Filed Map No. __ Lot NO. __ NEW SUFFOLK Lot 27 ( HAMLET ) conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 21, 2008 pursuant to which Building Permit No. 33922-Z dated MAY 21, 2008 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 BILCO DOOR, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5522, DATED 6/3/04. The certificate is issued to EFSTATHIOS & MARY ANN KATSOUL~S (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPART~§~TOFHEALTHAPPROVAL N/A Er.RcrKICAL C~a'rlFICATH NO. 11511 10/27/09 P~ERS CERTIFICATION DA'r~u N/A ~zed~ Rev. 1/81 Form No. 6 TOWN OF $OUTHOLD BLVILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION'FOR CERTifICATE OF OCCUPANCY BLDG. DEPT. IOWN DF SOUTHOLD This application muzt be filled'in by typewriter or ink and submitted to the Building Department with the foliowing: · A. For new building or new use: 1. Finn[ survey of property with accurate location 0fall building% property lines, streets, and unusual natural or . topographic featureS. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). ' 3. Approval of clectricaliustall~ion from Board offtre Underwriters. 4. Swgm statement from plumber certifying that the Solder used in system contains l~s than 2/10 of 1% lead. · 5. Commerui~l building, industrial building, multiple residences'and similar buildings and installations, a certificate ·Of Code.ComplianCe-from architect.0r engineer responsible for the building. · 6. Sgbmit Planning Boahi Approval of completed site plku requirements. 'lB. F~rexis~ngbu~dings(pri~rt~Apri~9~957)n~n-eanf~rm~nguses~rbu~dingsand``pre-exist~ng~anduses: 1. 'Accurat~ survey of property showing all prop~y lincz~ streets building and unusual natural or topographic: .2. A proporly completed application and c0usent to inspect signed bythe applicant, ff a Certificate of OccupanCy is. denied, the Building Inspector shall state the reasons therefor in writing to the applicant. · C. Fees - 1. Certificate of Occupancy - NeW dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory buiiding $25.00, BusineSses $50.06. :. 2. Certificate of Ocenpancy 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 Construction: Old or Pre-exi~ting Building: ~. (che~k one) LoentionofP~operty: 1! 75 ' q-f . /vt= v F. oL - I-ronse No. Street . Hamlet ro' Co= T MepNo 000, Sectiun' il'7' ' 8ubdivialon P~'mitNo. 3g ~ '2_2_ DateofP~Tait. Health Dept. Approval: Planning Board Approval: N,fl ~-- Request for: Temporary Certificate ?ce Submitted: $ ~ ~ , Block 7 'Filed Map. Applicant~ Underwriters Approval: (check one) ~fp' '~nt~%e + SUFFOLK INSPECIORS,~nc 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: County Tax Nap No.: Goodale Electrical Contr. Xnc. October 27,2009 11511 Certificate No.: Final [nspection Date: Building Permit No.: 11511 October 27,2009 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: Steve Katsoulis Site Location: 1st Street, New Suffolk, NY 11956 Owner's Address (if different): [] Residential [] Indoor [] Basement [] Service [] Shed [] Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [-~ Renovation [] Second Floor [] Attic [] Garage [] Addition [] Survey Other: INVENTORY Single Phase Heat Duplex Recpt 5 Ceiling Fixture 2 HID Fixtures Three Phase Hot Water GFCI Recpt 1 Wall Fixture Smoke Main Panel AC Cond Single Recpt Recessed Fixture CO Detect Sub Panel AC Blower Range R~cpt Flourescent Pumps Transformer Appliances Dryer Recpt Emergency Time CIo~k Disconnect Switches 1 Twist Lock Exit Fixtures TVSS GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan Other Equipment: 2 lights and gfi in basement, 5 recpticles in I st floor addition 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: Goodale Electrical Contr. Inc. Inspected By: Ro~er Richert License No.: 783-ME Date Of Certificate: Oct 29, 2009 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33922 Z Date MAY 21, 2008 Permission is hereby granted to: EFSTATHIOS KATSOULAS 280 LINCOLN AVE ROCKVILLE CENTRE,NY 11570 for : ADDITIONS & ALTEP~ATIONS TO AIq EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA # 5522.REPLACES BP# 30432 at premises located at 1175 FIRST ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0007 Lot No. 027 pursuant to application dated MAY 21, 2008 and approved by the Building Inspector to expire on Fee $ 150.00 e ORIGINAL Rev. 5/8/02 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. 30432 Z Date JUNE 23, 2004 Permission is hereby granted to: EFSTATHIOS KATSOULAS 280 LINCOLN AVE ROCKVILLE CENTRE,NY 11570 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5522 at premises located at 1175 FIRST ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0007 Lot No. 027 pursuant to application dated JUNE 18, 2004 and approved by the Building Inspector to expire on DECEMBER 23, 2005. Fee S 150.00 ~~~~'/~~ Rev. 5/8/02 ORIGINAL 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/~;~UNDATION 2ND [ ] INSULATION / [./] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST J~ROUGH PLBG. [ ] FOU. NDATION 2ND [ ] INSULATION [)~1 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: //~/~ f/'~ ~ iNSPECTOR_//~'~ TOWN OF SOUTHOLD BUILDING DEPT. ~'~ 765-18O2 INSPECTION ~,~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /~2- Z'- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: , [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~INSULATION [ ] FRAMING / STRAPPING [ ] FIHAL [ ] FIREPLACE & CHIMHEY [ ) FIRE SAFETY INSPECTION REMARKS:~ ~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /2 ~' ~'-~ ~ ~ INSPECTOR Oyster Bay DrafC n j ¢ Architect:ute, ?. C. ~8 W. Mare St. Oyster Bay, N.Y. I 177 I Tel.: 5 I G-922-597~ Fax: 5 I ~-922-G235 h~p://www.obdraf~mg.com November I0, 2004 Town of Southold Town Ha11-53095 Main Road PO Dox I 179 Southold, NY 11971 ~-.atsowas IResJder~ce New Suffolk, NY Permit # 30432 Dear Mr. 15uddm~j Inspector; This letter is to certify that upon inspection of the above-mentioned address, the wall msulahon installed by the conicractor was IR- I 3, not the IR- I 5 as specified on the approved construcbon documents. The contractor/homeowner prov, ded a foam board insulation barrier on the exterior plywood w~th an IR-value of IR-4.5. Th~s wdl gwe us an over all value of IR- I 7.5 which w~ll exceed the reqmred IR- I 5. The work t~he contract:or has performed meet~s or exceeds the NY5 IResldentlal Code and the Town of ~outhold's reqmrements. If you have any further fluest~ons please contact our oFhce. FO~DA~ON (1S~ FO~ATION (2~) - · ~S~A~ON P~ N, Y. STATE ENERGY CODE TOWN OF SOU~i~OLD BUILDING DI~fi'3/RTMENT TOWN HALL~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Disapproveda/c ' ~ ~\~ ~ Expiration 1~---/(~ ,20 ~' -~ ~ ~ ~ ~ ~ I ~l~gI spector -APPLICATION FOR BUILDING PE~IT BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: INSTRUCTIONS Date _, 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section [ ~7 Subdivision (Name) Hamlet Block 7 Ldt" ~. 7 Filed Map No. Lot 2. State existing use and occupancy of premises and, intended use and occ.upancy °f pr°p°sed c°nstruli°n: a. Existing use and occupancy /-- ,~/$~v/~- ~ /5 ~t/.~Z~.~AJ4' b. Intended use and occupancy /~/~-,~//L 1/ Z>at/~'~54_~J~ _~' z 3. Nature of work (check which applicable): New Building Addition~ Alteration Repair Removal Demolition Other Work Estimated Cost Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor If dwelling, number of dwelling units If garage, number of cars 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 ~,~.. ,Z' / qC', Height Number of Stories Depth Rear Depth Dimensions of same structure with alterations or additions: Front Depth qb. & t ~'/F/"/'~z' 8. Dimensions °f entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front 1~;0,7 / Rear /fO.)g~t/ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /[/~A/- ~t~-t~'/74~//~¢ ~? 7~' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO__ 13. Will lot be re-graded? YES__ NO X Will excess fill be removed from premises? YES __NO,X 14. Names of Owner of premises Name of Architect_JoS~_ Name of Contractor Address Phone No. Address ~tjff~t~~Phone No /aa~/~ ~}&,~c,'.. ? Address''~''' ........ z .....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. STATE OF NEW YORK) SS: COUNTY OF ) .~,.~/~tg ~r~/A/,~ ~//,~T~(-.4 &~ff' being duly sworn, deposes and says that (s)he is the applicant · '(Narn~e c[f iffdividual ~igning contract) above named, (S)He is the O O~ ]M'~Sc~t~- (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. Swom to before me this d. ay of ~otary Public BONNIE.[ Notap/Public, State Of New York No. 0lD06095328, Suffolk C~unt~ Term Expires July ?, 20...D 20 Erosion, Sed,mentation & Storm Water Run off ASSESSMENT FORM PROPERTY LOCATION: S,C.T.M #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~'~t~) O i ~'~ '~ ~'~ STORM-WATER, GRADING, D~INAGE AMD EROSION CONTROL P~. Will this Project Retain All Storm-Water Run~i~all on Site? / (This item will include all runoff created by ~~r const~u~ion actM~ies as w~l as all Sit~ -- Improvements and the permanent creation of ~i~ ~ INs Item shall includ~ all ~roposed Grade Chan~es and Slopes Controllin~ Surface WaterFIowl Will this ~ro]o~ Requko any kand Filling, Gra0in~ or Excavation where there is a chan~e to th~ ~ Existin~ Gra0e ~nvoMn~ more than 200 Cubic Yards of Material within any Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) 1 2 3 4 5 6 7 8 9 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or I~each? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertic~al Rise to One Hundred (100')of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water F un-Off into 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 Construct m 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 W~tercourse? [3 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 Permitl EXEMPTION: ~ Y_~s Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan Is NOT Requiredl STATE OF NEW YORK, COUNrI~' OF ........................................... SS That I,~.~..?Z.O:.~.~.e..5.......~.?'....?.~...°...~..5'~....~. ............... being duly sworn, deposes and says that he/she is fl~e applicant for Pemdt, (Name of individual signing Document) CONNIE D, BUNCH · Notary Public, State of New Yolk And tDat h¢/sb~ is fl~e .............................................................................................................. ..,~9...0.U~_ 185050 ............................ (Owner Contractor Agent Corporate Officer etc~) Q~I, ~!i~e~,.'ln.S~. ~{...C(~ i ~. .... uomm~ss~m ~lms Rpm ~, ~ Owner and/or representative of fl~e Owner of Ow ~er s, t id's duly t d~or'zed to perform or bax e performed d~e s~ud- work and to lnake ~md file this apl)lication; tbat all statements contained in fl6s application are true to the best of his knowledge ~md belief; ~md that tbe work will be performed in the manner set forfl~ in die application filed herewiflz. Sworn to belbre mc this; ................. T.~... Q.~'~ .............. day of .../:):~t ............................. Nota~ Public: ..................................,...~..~z~..t:..~ .................................. (Signature of Applicant) FORM - 06/07 AU~--12--2809 09:42 PM P.01 STANLEY J. ISAKSI.,N, .IR. 1 ROI i,SSI()NAI, I,AND SllRVI,YOR I',(). I~,ox 2")4 'lollo§raldlic New S Ilbik, N.Y. 11956 Survcy,~ Tille Surveys T~lcl)lu.w & Fax 631-734-58:15 4 August 2009 Mr. Efslathlous Katsoulas 1175 First Strut New Suffolk, N.Y. 11956 Dear Mr. Katsoulas; As per your r~:lUeSt, the following information is providixi to you. ~ .... -~ . The Lowest Adjacent Cn'ade of the above descnl~d residence was fomld,to b~ 11.2. ~ This is in 1929 NGVD. The l~rcel of lund, also defin~ as tax map 1000-117-07-27, on which the house is situated was found to be in both the X zone and the AE-8 zone. Thvae are FEMA flood zone d~signatio~ that m~ found'o-h-m-~bor 36103C0501 G, eff~tivc date May 4, 1998. CC: file Licensed Land Surveyor FINAL MAP ~ REVi~O BY ZB~ i SEE DECIJJlON DATED , BUILDING AR~; pRINCIPAL BUILD'N~ SEE PLOT P~N - 5F ,,J22.J4- 5F ',7~.7~ - 5F D~. 2-~R ~A~E 5~ PLOT P~N -SF~~ IN-GR~ND P~L + DECK SEE PL~ P~N ~ OF LOT C~ERAGE BA / ~ x I~ (~NELLING [ OF LOT C~[~ ~~ FRONT ~ARD 5E~ACK SEE PLOT P~N ~R 7ARD 5~BACK SEE PLOT P~N ~FT HIN, 51DE ~ARD 5~ACK: SEE PLOT P~N ~FT 51DE ~AR~ SEE PLOT P~N A~REGATE - BUILDING ~EI~T TO TOP SEE EL~ATION5 - ~ R~ (,)- IIICLIJDE.5 PATI05~ POOL. DOF.5 NOT I~LUDE DRIVENAT APPEALS,BOARD MEMBERS Ruth D. 01ira, Chairwoman '- ' Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road P.O. Box 1~79 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.northfork.net \ BOARD OF APPEALS \ TOWN OF SOUTHOLD ,~ ~ F~._~DINGS, DELIBERATIONS AND DETERMINATION ~:~ ~. MEETING OF JUNE 3, 2004 ZBA #5522 - EFSTATHIOS and MARYANN KATSOULAS Property Location: 1175 First Street, New Suffolk; CTM 117-7-27. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the ,~(ate's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 15,281 sq. ft. lot has 150.70 along First Street and lot depth of 101.57 feet, and is improved with a one-family, two-story frame house and detached swimming pool, as shown on the December 5, 2003 survey prepared by John C. Ehlers, L.S. BASIS OF APPLICATION: Building Department's March 12, 2004 Notice of Disapproval, amended March 22, 2004, citing Code Sections 100-242A and 100-244 in its denial of a building permit application. Applicants propose second-story additions for additional living area and an upper deck, over the existing dwelling construction, and adding a roofed entQ/over the existing concrete patio, portions of which are less .than 35 feet from the front lot line, and adding a new garage with 733 sq. ft., with an increased lot coverage from the existing 23.9% to 28.7%. The Code limitation is 20%. FINDINGS OF FACT The Zoning Board of Appeals held a public heating on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants request a vadance with respect to a proposed 733 sq. ft. two-car accessory garage at the northwest comer of the lot, which will add 733 sq. ft. of additional lot coverage, for a total of 28.7%, as shown on the 2/19/04 site plan prepared by JFT Architect Also requested is a 7.4 ft. front yard setback at its closest point, for additions which include a second-story deck over the existing deck and gable roof construction over the existing entry, The existing setback is 7.4 feet. The existing lot coverage is 23.9%. ADDITIONAL INFORMATION:AMENDED RELIEF: Pdor to the May 20, 2004 public headng, letters were submitted from concerned neighbors relative to the proposed garage and amount of lot coverage relief requested. During the May 20, 2004 headng, the applicants offered to remove the proposed garage from their application, and no other new construction is requested or stated in the Page 2'- Jun~ 3, 2004 ZBA No. 5522 - E, Katsoulas CTM 'r-300-117-7-27 Building Department's Notice of Disapproval that would increase the degree of nonconforming lot coverage. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighbo~ or a detriment to nearby properties. The applicants remeved their plan for a 733 sq. ft. detached garage which would have increased the lot coverage to 28.7% on the first request. The second request is for construction over existing building area that does not increase the lot coverage, and therefore the lot coverage will remain at 23.9%. The setback for the second-story construction will be within the same building setback line, and applicant has agreed to keep the lower deck open with only a roof, without an enclosure, as exists. The home has existed in the current location on the lot for many years. The additions at the front of the house are similar in size to other homes in the area. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area vadance because the house is existing, and the new additions will be second-story construction. 3. The variance granted herein is not substantial. The existing lot coverage of 23.9% will remain unchanged, and the setback for the additions do not extend further into the front yard area. 4. The difficulty was self-created since the home existed in its present location for many years in a nonconforming location. 5. No evidence has been submitted to suggest that a vadance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Ooehdnger, seconded by Member Tortora, and duly carded, to GRANT the vadance with regard to the front yard setback as applied for, as shown on the plan prepared 2/19/04 by JFT Architect, SUBJECT TO THE CONDITION that the lower deck Page 3 - Jun*e 3, 2004 ZBA No. 5522 - E. Katsoulas CTM f000-117-7-27 not be enclosed or filled. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted {5-O)~q,) ~). ~ Ruth D. Oliva, Chairwoman 6/17/04 Approved for Filing Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765.1809 Fax (631) 765-90 FINDINGS, DELIBERATIONS, DECISION MEETING OF JUNE J6, 2009 BLDG. D£P'E TOWN OF SOUTHOLD ZBA FILE # 6270 -EFSTATHIOS and MARYANN KATSOULAS, Applicants PROPERTY LOCATION: 1175 First Street, New Suffolk CTM Parcel 117-7-27 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State s List of Act'ons, w'thout further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 5, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county- wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 15,271.61 square foot lot in the Residential R- 40 District, with street frohtage along First Street. It is improved with a single-family, two-story frame house with attached garage and in-ground swimming pool with wood deck as shown on the amhitectural plot plan by Oyster Bay Drafting dated 4/22/08 page N-1. BASIS OF APPLICATION: Request for Variances under Sections 280-122 and ZBA Interpretation # 5039 (R. Walz) based on the Building Inspector's November 12, 2008 Notice of Disapprova conceming proposed additions and alterations to the existing dwelling, which new construction will constitute an increase in the degree of front yard setback and tot coverage non- conformances. RELIEF REQUESTED: The applicants propose to add an 8.11ft x 9.2 ft one story addition and new Bilco doors to their dwelling in order to expand their living space. The addition will maintain the pre-existing non-conforming front yard setback of 4.40 feet. Pursuant to ZBA interpre~tion in Walz (#5039) such additions and alterations will constitute an increase in the degree of non- conformance. In addition, the Building Inspector's Notice of Disapproval noted the existing lot coverage of 24.8% will increase to 25.5% with the proposbd additions while the code permits maximum lot coverage of 20%. These calculations were based upon plans by Oyster Bay Drafting dated 4/22/08. ADDITIONAL INFORMA'RDN: At the public headng on Apdl 23, 2009, the Board requested that the applicant submit a letter from Oyster Bay Drafting;'and/or a licensed amhitect or engineer or a new survey showing the existing and proposed lot coverage since it was not Clear from the plans submitted. On June 3, 2009 that Board received a letter dated May 27, 2009 that was signed and stamped by Dennis Mele, licensed amhitect, noting an existing lot coverage of 24.3% and proposed lot coverage of 24.8% REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 - E. and M. Katsoula~ ZBA # 6270 - June 16, 2009 CTM 117-7-27 1. Town Law .6267-b(3)Ib)(3)(1). Grant Of the va#ances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition in the side yard of the house will not be seen from the street because it is screen.ed by another part of the existing house and is well screened from the neighbor along the side yard by an existing side yard fence. The proposed addition is small at only 74.61 square feet and only one stop while the house itself is two stories~ 2. ~The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pur~i'other than an area vadance because the construction is already over the permitted lot coverage and has a pre-existing non-conforming front yard setback, so any addition will require a variance. 3. own Law ~267-b(3)(b1(3). The vadance granted herein in terms of the proposed lot coverage is not substantial because it is an increase of only 0.,~%. The vadance for maintaining the 4.40 ft. front yard setback is not substantial in so far as the proposed addition will maihta n this pre-existing non-conforming setback and because it is a technical interpretation since the small addition is not proposed in the front but rather along the side of the house. 4. Town Law .~267-b13)(b)(5). The difficulty has been self-created because the applicants already enjoy the benefit of lot coverage beyond that whi~ is permitted by code through a previous ZBA vadance (#5522 June 3, 2004). 5. Town Law .~267-b(3)(b~(4). No evidence has been submitted to suggest thata variance in this residential community will have an adverse impact o~ the physical or env ronmental conditions in the neighborhood. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a slightly expanded living space in their dwelling, while preserving and protecting the character of the neighborhood and the h~a!th, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offer~:l by Member Weisman, seconded by Chairman Goehringer, and duly carded, to GRANT the variances as applied for and shown on the amhitectural drawings by Oyster Bay Drafting (Sheets N 1-4) dated 4/22J08 and lot coverage calculations as confirmed by Dennis Mele, Architect in his letter dated May 27, 2009 received by the BOard of Appeals on June 3, 2009, and with an attached table of zoning calculations which amend the ca culabons that'appear on Sheet N-1 of the architectural drawings. Any deviation from the vada[~ce given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or futur~ use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features als are expressly addressed in this action. The Board reserves the right.:to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformily. aVdCto;tOefdt(h4e_0~ard: Ayes: Members Oliva (Chai~voman), Goehring~and~sm~//~as duly ~ ~ Approved for Filing 6/ CTM 117-7-27 1' ~ Grant of the variances will not produce an undesirable change in the character of the neighl~oed ora detri,"~nt to nearby pmpe~es. The proposed addition Jn the side yard of the house will no{ be seen from the street because it i~ s¢~ened by anon'mr pad[ of the existing house and is well screened from the neighbor along the side yard bY an existing side yard fence. The proposed addilten is small at only 74.61 square feet and only one story while the house itself is two stories. 2. T._.~__['.,~a.~3,~Z.JoG_~,~_ThO behest sought by the applicants cannot be achieved by some method, feusibJe for the applicant to ~ureue, other than an area variance because Ihe cons~ctJon is a~ready over the permitted ~ot coverage and has a pre-existing nomconforming fl~ont yard setback, so any addition will require a variance. 3. ~ The variance granted herein in terms ol~ the prepoesd lot coverage is not substa~al because it is an increase of omy Q:,~%. The variance f~ maintaining the 4.40 ft front yard setback is not substanltel in so far as the proposed addition will ~ntaln this pre-existing non-conforming set:beck and because it is a technical interpretation since the smail addition is not pro~,sed in the front but rather along the side of the house. 4..Town Law §267-b{3~(bllS). The difr~cuity has been self-created because the applicants already enjoy the bese~t of coverage beyond thai wfl'.~h, is permitted by code through a previous ZBA variance (~5522 June 3, 2004), 5. ~ No evidence has been submitted m suggest that'a variance in this residential community will have an adverse impact ~n the ~hysicar or environmental r, onditions in the nelghhorhoed. 6. Town Law ,~267-b. Gra~t of the requested relief is the minimum action necessary and adequate to enable the appilcants to enjoy the benefit of a slightly expanded living space in ~heir dwelling, while preserving and prote~ng the character of the neighborhood and Ifle hea;Ith,.. · safety and welfare of the community. RESOLUTION OF THE BOARD' In considering all of the above factors and applying the'balancing test under New York Town Law 267-B, motion wes Offered by Member Welsman, seconded by Chairman Goehringer, and duly can~ed, to GRANT the va~ as applied for and shown on the architectural drawings by Oyster Bay Drefling (Sheets N 1-4) dated 4/22/08 ~1 lot coverage calculalJons as confirmed by Dennis Mele, Amhitect ~n his letter deled May 27, 2009 received by the~Baard of Appeals on June 3, 2009, and with an altached table of zoning caJcuiaf~ons which amend the calculations th~a. ppear on Sheet N-1 of the amhitectural drawings. Any deviatiort from the vat'ca given such as extensions, or demolitions wr~lch am not shown on ',he applicant's diagrams or survey site map~, are not auth~ze~ urider this application when involving nonconformities under the zoning code. This action does not authmtze or condone any cwrent or future use, selbac~ or other i'ealure of the subject property mat may viotate the Zoning Code, other than such uses, sel~ac~s and other feature~qs am expressly addressed i*' this action. The Board reserves the ri~ to substiMe a similar design that is de minimis in nature for an alteration that does not increase the degree of no~conlormity. Ayesi'Membem Olive Charwoman), Goehd~ er, D Simon and ~ adopted (4-0). : duly · ~ Approved for Filing 6/~ /20~ Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoRware Version 3.5 Release le Data filename: C:XProgram Files\Check~REScheckX2003-32B.rck PROJECT TITLE: ADDITION TO RESIDENCE COUNTY: Suffolk STATE: New York Itl)D: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 03/03/04 DATE OF PLANS: 2-19-04 PROJECT DESCRIPTION: 2003-32 1175 FIRST STREET NEW SUFFOLK, NY 11741 DESIGNER/CONTRACTOR: JFT ARCHITECT INTERNATIONAL, PC 1156 NAMDAC AVENUE BAYSHORE, NY 11706 COMPLIANCE: Passes Maximum UA = 79 Your Home UA = 76 3.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass 432 30.0 0.0 15 55 30.0 0.0 2 511 13.0 3.6 29 60 0.340 20 30 0.340 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in comp~h this Cod_e.l[~t'~"' ~- Builder/Designer /~l~n,~ Date '~/L:~/O,t/ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le DATE: 03/03/04 PROJECT TITLE: ADDITION TO RESIDENCE Bldg. Dept. Use [ l [ ] [ I [ ] [ ] [ ] [ ] [ I [ l [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-3.6 continuous insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 1. Door 1: Glass, U-factor: 0.340 Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance fi-om insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be d~ermined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Temperature (F) Up to 1" Up to 1.25" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Circulating Mains and Runouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thickness for HV/IC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Oyster Bay DraPmn0 and Architecture, P.C. Ga W. Main St:, C)y~f. er Bay, N.Y. I 177 I Tel.: 5 I g-O22-SOTG Fax: 51 g-922-G235 httF:#WWW,obdraftm~j,com May 27, 2009 Town of Southold Building Department Town of Southold Zoning Board of Appeals Town Hall 53095 Main Road Box 1179 Southold~ New York 11971 Department of Buildings Re: Steve Katsoulas Residence 1175 First St Newsuffolk, NY 11596 Dear Department of Buildings/Zoning Board of Appeals: It is our understanding that the lot coverage calculations on our initially provided construction documents did not include/acknowledge the square footage of the owner's existing in-ground pool and adjoining deck. As per thc attached revised zoning calculations, the correct lot coverage (pertaining to all areas) for the existing and proposed conditions is revised as follows: Existing lot coverage: 24.3 % Proposed lot coverage: 24.8 % Please do not hesitate to contact our office with any questions or comments. TOWN OF SOUTHOLD I~OPERTY RE( OWNER OP. MER OWNER, STREET VILLAGE DISTRICT SUB. ACREAGE , , .-- , i ,TYPE Of BUILDING LOT I Est. 'Mkt. Value "-/'0~ELOlcV Z/It Value Per Acre Form Acre i'illable tillable 2 rillable 3 Woodland ~wampland 3rushland House Plot Total 3/,1%, '7SL:~,r ~. #P$?$ ,~o~,L~u n-~/ DOCK /.1' ---¢'-~- ,.~ ~ I-- ,'1/''~ '~ .... Co-' ABOVE FRONTAGE ON WATER BULKH~D ExL~n I /5-~ J~/i~ ~5Z~D 3'/O''' ¢6~) Basement Full Floors ~ dnteri°r Finish ~ =/~ *~¢ ~ Patio Rooms 2nd Floor arage j~ / ~0 Driveway Dormer ~r ~ ~0 .Z FIRST VINYL f:ENCE NOOD FENCE KK]OD DECK o0.30~ ~PAVED ~. II-/~ IqPAT ATDFFT Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoffware Version 3.5 Release lc Data filename: C:XProgram Files\Check~Z, ScheckX2003-32B.rck PROJECT TITLE: ADDITION TO RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 03/03/04 DATE OF PLANS: 2-19-04 PROJECT DESCRIPTION: 2003-32 1175 FIRST STREET NEW SUFFOLK, NYII741 DESIGNER/CONTRACTOR: JFT ARCHITECT INTERNATIONAL, PC 1156 NAMDAC AVENUE BAYSHORE, NY 11706 COMPLIANCE: Passes Maximum UA = 79 Your Home UA = 76 3.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perim~er R-Value R-Value U-Factor UA Ceiling I: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass 432 30.0 0.0 15 55 30.0 0.0 2 511 13.0 3.6 29 60 0.340 20 30 0.340 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compli~ Builder/Designer ~4~J Date ~/~/O t/ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release le DATE: 03/03/04 PROJECT TITLE: ADDITION TO RESIDENCE Bldg. Dept. Use [ ] [ I [ I [ I [ ] [ l [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-3.6 continuous insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No Doors: 1. Door 1: Glass, U-factor: 0.340 Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, lfnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ora circulating system. Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Temperature (F) Up to 1" Up to 1.25" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Circulating Mains and Runouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thickness for HVAC Pipe~ Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 5,UR',/tE¥ OF= PROPER'Pr' 51'fl)ATE, ~ SUFFOLK TOI~IN.- 5~UTHOL~ ~URVEYEE:~ 12-0~-0~ ~UFFOLK; COUNTY TAX # 1000-11~-~-2~ N S E Lonc~ No~ or' FOrmer[~ of: 101.57' 0 0 N83"38'30-W k~erner ~unz ~ ~Q~g S~ree~ NOTES: 0 PIPE FOUND AREA: 15,28fl 5F or O.DD (acre5 ®P. APHIC .SCALE I"= 20' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\VHp server\dkPROS\03-307.pro GENERAL NOTES NEW,, YORK STA RESIDENTIAL  AP,~:~VE~D,AS NOTED ~ 765-1802 8AM TO 4PM FOR THE DETACHED cARACE ................ EXIST ..... O 5.F ...... P~OP~D .... I~D 5.P, ~,l,C) ~ k ~ ~ ;~ 2. ROUGH - FRAMING & PLUMBING ~o ~¢~m ~.~ ~m*~ ~op~ o~ .0¢~. ' CON~TR~TION CLASSIF~ATIO~ 'O Indfc~bone o, NOCE,O be removed ¢e¢ generic[ onl,,~n¢ or. nob T~E ~.; HANDICAP ACCESSIBILITY DETAILS cas ~ ~cc/ANS, A~ ~h~ ~o~ ,~ ~ o~ ~oh ~o~ ~h ~ ~h~n ~ CHAPTER 11 ' AOCESABIL~Y (8EC~ 1103) ] _ ; ~o, ~ ~ '~ ..- ..~,~ ~,~h ,~m. ¢)~o~,. em .¢m~ ..oo~,,. RESIDENTIAL CODE OF NEW YORK STATE-MAY 2002 ~;~,..., ~ ~lush, level ~ag~m. GLEA~ FLOOR 5~CE PLAN A PLAN B PLAN C PLAN ~ ~bh N,~.5. UnlFoem F1¢¢ P¢¢vcnblo~ end ~urldln¢ ~odce, ~n~ o1~ ~OO~50THE~ THAN 5LEEPIN¢ ROOH5 40 ~F .¢~, ~o.. NAILING & CONNECTIONS Plumblne ~od~e. ROOF LJV~ LOAO (AS P~ T~LE ~0~,5) ~ngDETAJL O~J~TI~N TABLE R~Ol.5 sEtBaCKS: ALL CONSTRUCTI~HALL eho~l b~ obtained Pot ~ll electrical work, ond ~up¢lled bo thC FOOT OF HORIZONTAL pROJECTION 5EOflO.~tr°n Nu~¢ FR~'IT YARP, 5~¢ A~, MEETTHE REQUIREME~SOFTHE, I"[¢~UP['O"~ ElSE 4 :NOH~5 P~F~T (l'~) TO ,¢ l~ l= . LOT C~VERAGE: ~O ~EATER O.rlJn¢ H.,~ EXISTING: ROOF SNOW LOAD ~ .0om o~ ~ N~ ~ POOL 512 5F BASIC WIND SPEED ~~.~" ~=c~¢~.~L.oem~[l~e~ .~2) TOTAL = 3.655 5F = 23.q ~ LOT 60VE~AeE WIND EXPOSURE CATEGORY ~ .~.~0 ~,e..~ PROPOSED: CONST~UCTIONF~Ft = = ~q~I45¢orPS1525G~APEm51 IF ~DOU~LA54' ~[~TN F[~-(COMPRESSloNSELECT eT~UCTU~ALpA~ALLEL SEISMIC(A5 PER DESIGNFi~RE R~Ol.2 (2))CATEGORY(SDC)oATEeO~T O ~,=~ EX~U,[ F""F:r" Ex~in~ish.¢ ~11 hu.g) TOTAL TO e~AIN) WEATHER~G AREA Fv = 5¢ pSI (NO~IZONTAL ~NEA~2 FROST U~ D~TH - ~ FT. ¢0.~.~ ~D DAMAGE PREVENTION ~EFERENCES: TERMITE AREA ~ ~ ~.a. ~r~ 80UTHOLD TOWN CODE. ~E¢IDENTIAL ~O~E OE NE~ TO~ STATE DECAY AREA T[~ OONST~UOTION ~ANUAL (A[T~) (AS PER FL~R~ ~01.2.¢)) - 5LIGHT TO MOdErATE ~%~ ~ WiTH AL~ ~ODE~ OF ~ANUAL OF STEEL CONST~¢TION (AISO~ WINTER DESIGN TEMPERA~RE fA5 PER TAB,LB NIIOL2) ~ ~u~ A~E~[CA~ COncreTE ~STITU~ (AC[) -H P~e~5 (~P~OLK COUNt) ~EW ~¢~ (¢f4~ & TOWN OODE8 A~lS'::fSlj~rade~:' ~ORy z ~ ~' [~ TiTLe/INFORmATION, LOCATION HAP, 00~ ANAL?51¢, a~aT~et ~rOu~d, ~". . l: ~ _ O-B NLM YOR~ STATE OO~E - ~EQUIRE~NTG - DETAILS ~ F I~$T. ST. ARCHITECT I U !,J' 1156 NAMDAC AVENUE BAY SHORE, NY 11706 TEL:(65i) 9687793 FAX:(651) 968-7793 E-MAIL: JFTARCH@AOLCDM REVISIONS DATE DESCRIPTION ISSUED TO NO. DATE 'PROJECT TITLE ADDITION TO RESIDENCE 1175 FIRST ST, N~W SUFFOLK, NY, 11956 8C;TM~ 1000- 117-7-27 DRAWING TITLE T ITI. E/I NF~O~lvfATI ON, LO~ATION MAP, GO~E ANALh'515, ¢~N;=te, AL NOTE~, ~'r'ME~OL~ LI~T DRAWN BY: C~ECKED DATE: SCALE: AE BHOINN DRAWING NO. T-1 PROJECT NO. NOTE, -- G~NEP-.AL NOTES: [. DEE D~,AI41N6 O-I THRU C,-4 FOR THE P~ESIDENTIAL C,O~E OF NEH YORk: 5TATE ®ENERAL C, ONDTRUC, TION DETAIL5, FADTENIN®/NAIL[N® ~ DTRAPPIN® E~:,HE[~ULE5 2 NE!,-4 Sh'fOKE ALAP-.I'.I DETECTOR TO BE INSTALLED AT EACH 5LEEPINO ROOM, ~L~LC,4~E~/I~.A~,~iIi~-.,.~ i..~¢~,~MO~E DETEC.TOR~ TO DE INTEF~OONNECTED IN HEA~EP-. SCHEE2ULE ALL HEA[2E~.50VE~. ~.IINDOV-L% AND TO BE A9 FOLLOHS~ ~ (2) 2"x&" FOR OPENINO5 LE~ THAN ,~" dP EXISTING CELLAP-. EXIST. C P,.AP, tL SPACE ~,&$E"dENT/FOLtN~ AT I ON F::'L,A,N SCALE: I/4" = I'-O" NOTE: ( TYP, U.O,N,) BATH. EXIST. STOP. AOE EXIST. I CAP-. ®AP--.AOE EXIST, LAUNE)I~¥ CL EXIBT, (' D)2"XlO" HEADER EXIST..~,6 LIVINO OOLUMN OOVER, J 4'-11~//4I' EXIS'F. E~ININ® P-.®ON EXIST. KITCHEN STEP EXIST. PEN. EXIBT.DEC~ ON NEI~I (2) 2lXlO'' TREATED NE/'I 4"X4' TREATED OVER EXIST. CONC, PIER (T'r'P PO~. 3 L eCAL~. I/,4" ~ r-o (I,6ql S.PT.) 20' ARCHITECT BAY SHORE, NY 11706 TEL:(631) 968-779; FAX:(651) 968-7795 11'ESE DRAWING8 ARE AN INSTRUMENT OF SERVICE AND 'II*E PROPERTY OF TPE ARCHITECT. IKYRINGEMENTS W1LL BE PROSECUTI~3. REVISIONS NO. DATE DESCRIPTION ISSUED TO NO. DATE PROJECT TITLE ADDITION TO RESIDENCE 1175 FII~ST ST, NEW SUFFOLK, NY 11956 SCTM #: 1000-1'17-7-27 DRAWING TITLE BA~I~I~NT/FOUN~ATI~N DRAWN BY: CHECKED BY: JFT DATE: SCALE: DRAWING NO. A-1 PROJECT NO, NOTES: SEE PAGE 0-4- POF~ CENERAL NOTES. EXIST. BE[?I~.OOPI EXIST. PIASTER (TYP.) EXIST, BEI?P. OOh'I IST. h'IASTEP-. BATH EXIST.; HALL EXIST. HALL _EXIST. (CATHEDRAL BEIP~P-.OOPI _ EXIST. EXI GL BATH· l OUTLINE OF EXIST. OOLUIdN5 BELCH 45'-5D/4" SECOND YLOOF~ PLaN SCALE, I/4" : fi-O" ([,551 S.PT.) HEADER SCHEDULE OUTI~INE OF HALL BEt_Oi',I PI] OILED PITCIdE[~ PITCHED~ NEH BtELOld P--.OOF PL,&N ARCHITECT BAY SHORE, NY 11706 TEL:(651) 968-779~ FAX:(651) 968 7795 "n-~sE DRAWIdG8 AI~ AN INSTRI. I~E~T OF SERVICE AND ~ PROPER~V OF ~ ARCra ~ mOT. INFRINGEMENTS WILl. BE REVISIONS NO. DATE DESCRIPTION ISSUED TO NO. DATE PROJECT TITLE ADDITION TO RESIDENCE 1175 FII~ST. ST NEW SUFFOLK, NY 11956 SCTM #: ~000II1717127 DRAWING TITLE ,$ I~OOt= t~LAN$ DRAWN BY: CHECKED BY: DATE: SCALE: DRAWING NO, A-2 PROJECT NO, FIN. I FLOOR ROOF SHIN®LES (TYP) TYP ) (TYP) VARIES) (TYp FOR ~) FRONT ELEVATION PAINTED GONe, FOUNOATION MALL (T~P,) J NEW VINYL RIGHT SIDE ELEVATION )1 20~ (TYP.) PROVIDE HURRICANE TIES NEH, CONST, EXIST, CON~T. TOP OF PLATt~ + 14" 2-1/4" (~FIN 2 FLOOR (EXIST) FIN. I ST, FLOO~ (HIGH) (BEYOND) EL. ~ P-lO I/4" U_ (VARIES) EXISTIN® PEN TREATED EXISTIN¢ CP. AHL EXISTIN© BEPROOH ~5 PfN, 2 FLOOR, EL, + q' 11-1/4" TOP OF PLATE EL, ~ ~' 0-1/2" DUILDINQ SECTION SCALE: I/4" : ILO" O' I' 5' I0~ 20' ARCHITECT 1156 NAMDAC AVENUE BAY SHORE, NY 11706 TEL: (631) g68-779~ FAX:(631) 968-7795 E-MAIL: JFTARCH@AOLCOM REVISIONS DESCRIPTION ISSUED TO DATE PROJECT TITLE ADDITION TO RESIDENCE li75 FIRST ST NEW SUFFOLK, NY, I]956 $CTM #: 1000-117-7-27 DRAWING TITLE Ft~ONT '& ~I~HT t=L~¥ATTION~ DUILPlN~ ~BCTiON DRAWN BY: CHECKED BY: JFT DATE: SCALE: DRAWING NO, A-3 PROJECT NO, 20OD-D2 A RESIDENTIAL CODE OF NEW YORK STATE-REQUIREMENTS E×TERIOR LUINE)OUJ/E)OOR ;LOO~-.INQ / ENE:)LUALL ATTIC FIRST FLOOR FASTENING NOT,&TION: A- NUhdE~ER OF ,~D NAIL9 @ EA. ENO OF STRAPPINg5 (TABSLE B~,P.15] ) ~ (TABLE 6APA®E DIS) B- NUh4BEROF SILL STUDS-O FLAT (ENEES NOT APPLY TO ODORS) (TAE~LES DE~, P. IqD) ,&NCt4OR BOLT SPECIFICATION 1' 12" MAX 6" h'llN 12" MAX ' ,, ~ 1' ©" NIIN t' / 1'4IN 5/8'" ANCHOR BOLT @ D' C.C. FOR 2 STORY II -- MIN D/8'" ANCHOR BOLT @ 6' O.C,. FDIR I STORY TOP PLATE SLICE LEN®TH I, TABULATED SLICE LENETH ASSUME TOP PLATE-TO-TOP PLATE CONNECTIONS USIN~ 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LEN®THS, THE NAIL SPACIN~ SHALL BE REDUCED IN ORDER TO PROVIDE AN E~UIVALENT NUMBER OF NAILS 2. TABULATED SPLICE LENETHS ASSUI'4E A BUILDIN¢ LOCATED IN 4. TOP PLATES DFIALL BE A MINIMUM OF S%t)B ®RASE MATERIAL SUILDiN¢ MfNINfUN SPLICE DIMENSION (FT) LENGTH (PT) ½E,A, DER FOR FULL LEN®TH "SIMPSON" HD~$ "SIMPSON" PHS(2 NOLLOU COLUMN BP SEARIN~ PLATE OPTIONAL INSTALLATION USE LTT20B ~ I0 1(2D cor~MON OR HTT22 ~[ITH I IOLIDOUJN CONNECTION SECOND FLOOR ,A, TT,A, CI II'"IENT OPTIONS "SIMPSON" I-IDmS 'rsIMPSON" PHS6 -- 2-1~2d COMMON FOR FULL LEN®TH NOTE: ALL STRAPPINg,, ANCHOR, HOLDOMNS, ~ ADHESIVES O DE INSTALLED AS PER FIRST FLOOR ATT,A, Ck4MENT OPTIONS NAILS @ FOR FULL LENGTH OF STUD STHDI4DJ FOR FULL LENSH OF STUD OR END.ALL UPLIFT CONNECTIONS I/2" MIN FROM DOUBLE 2x MINII'dUM FOR HEADER OR BEAM ANCHOR ANCHOR 1'4IN. MIN, HIM, ET22 ~EAM DIA. ~RILL BiT MIN ANCHOR END ED~,E ALLOHABLE CONNECTION ALLOMASLE 518' 314 5 ] ]-1/2 4 4000 HTT22e 400O I. ALLO~4ABLE LOADS FORL BOND STRENETH ARE BASED ON A FACTOR OF SAFETY OF FOUR ON THE AVERAEE ULTIMATE LO~D. THEY HA% NOT INCREASED FO~ LOAD ~URATION, 2. FOR THO POUR GONOITI<ON, INCREASE ANCHOR LENGTH AND EHBEDHEN% DEPTH 4". ~ BP LOADS ARE BASED ON F¢,I,E~UAL TO 625 PSI. ALLOk,bASLE LOADS FOR OTHER ARC. HITECT 1156 NAMDAC AVENUE BAY ,SHORE, NY 11706 TEL:(6al) 968-779; FAX: (6;1) 968-7793 E-MAiL: JF1ARCH@AOL,COM THESE DRAWI~IG8 ARE AN INSTRUMENT OF SERVICE AI~ ~ PROPERTY OF 'TI-'E ARCHrrEGT, If~RINGEMB'IT8 WILL BE PROSECUTE~. REVISIONS NO, DATE DESCRIPTION ISSUED TO NO, DATE PROJECT TITLE ADDITION TO RESIDENCE li75 FIRST ST, NEW SUFFOLKS, N.Y, 11956 $CTM #:1000-1~- 7 - 27 DRAWING TITLE NE~ Y0t~,t<, ~TAT~ DRAWN BY: CHECKED BY: JFT SCALE: AS 5HOINN DRAWING NO. C-1 PROJECT NO. 200D-D2A RESIDENTIAL CODE OF NEW YORK STATE-REQUIREMENTS UJTNDOU. J SC.44E~ULE 1.,2., (NELL,I) (~ __ _ 6~'~0 ~/~" 14 X 3'-2 D/4" CT_O_~ 61F~-6LE-TOP ] (~ ~' 14 X ~'-5 I/,4" H (.-TG~ OA~EI"IE_NT 14/ I EPOOF~ SO,~EE)ULE (NEW,) F:'OF~C M/D E Ct<,/,LtOU S E CONNECT[ON E>ETAIL E)ET~IL LOA~ F,AT~/FLOOP-. FRAMING E)ETAIL PI212T SlOE CEILING BRACING GAIDLE ENE:)UJ,ALL F,OF~CM/~AFTE F~: CONNECTION DETAIL JOIST CONNECTION DETAIL (T"F'F') CANTILEYEF~ DETAIL ~,,, / 2'-O" O.C / / 2'-O" ~1/2 · ©ARRIA~E D, OLT ~4/ MAgHEP-. ,~ NUT (Th'P) (TYF,) t~OLT F,ATTEF~N F:OR FLITC~ F,LATE (Th'F,) V'AULT/C,A. TPt UJALL DETAIL(TYF,) ¥,/kULT/CATt4 WALL DETAIL ARCHITECT · · 1156 NAMDAC AVENUE BAY SHORE. NY 11706 TEL:(631) 968-7793 FAX: (631) 968-7795 E-MAIL: JFIARCH@AOL,COM 11'EBE DRAWflG8 ARE AN IN81~UMENT OF SERVICE AND 11'E PROPERTY OF THE ARCI'~CT. INFRINGEMENTB WILL BE PROSECUTED. REVISIONS NO. DATE DESCRIPTION ISSUED TO NO. DATE PROJECT TITLE ADDITION TO RESIDENCE 1175 FIRST ST. NEW SUP~OLI<, N.Y. 11956 $CTM #:1000-117- 7 - 27 DRAWING ,,TITLE Nt~I,N 'r'O~K STATE ~ETAIL5 DRAWN BY: PLA.P-., CHECKED BY: ~CALE: A5 5HORN DRAWING NO. 13-::> PROJECT NO, 200~-52A RESIDENTIAL CODE OF NEW YORK STATE-REQUIREMENTS MINIMUM uNIFoRM DISTRIBUTED DESIGN LOADS [REFER TO TABLE RDOI.4 OF THE RESIDENTIAL CODE OF NEIN 'fORK STATE] PASSENGER VEHECLE ®ARA(ES ATTICS I~ITHOUT 5TORAOE (ROOF BELCH 5 PiTCP ATTICS MITH 5TORA®E (ROOF BELOIA 5 PITCH) 40 psf I0 psf AS PER PLAN I0 pst TOP PLATE TO TOP PLAT (FACE-NAIL) 2-lSd COblblON PEP, FOOT TOP PLATE Al- INTERSECTIONS (PACE-NAIL) 4-16d COPliqON JOI5T- EA. BTUD TO SI'UO (FACE-NAIL) 2-16d CONiMON 24" HEADER TO HEADER (FACE-NAIL) I~d COMMON I~" O C ALONe TOP OF BOTTOM PLATE TO STUD (END-NAIL) BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, END JOIST, OR BI_OCKIN¢ (FACE-NAIL) FLOOR FRAMING BLOCKIN® TO JOIST (TOEINAIL) DLOCKIN® 1-O SILL OR TOP PLATE (TOE-NAIL) 4 - Bd__C...O_..H.I~O_N --..l J..l._ PE__R~_ J_ .O_I_5._T 2HSd COMMON EACH 2IBC~ COH~tON EACH ENO JOIST TO LEAE~eER TO BEAM (TOE-NAIL) ER JOIST .....................................................BAND JOIST TO JOIST (END-NAIL) ~ ........................................................ 5-1Od COPIHON -~ PER JOIST ~AN~ JOI~T TO 5ILL O~ TOP PLATE (TOE-NAiL) ~~- ~ ~'~ ROOF SHEATHING STRUCTURAL PANELS, INTERIOR ZONE PERIMETER ZONE ®ABLE MALL EDBE ZONE (SEE ®RAPFIIC ABC'CE) 8d COMMON 8d COMHON CEILING SHEATHING WALL SHEATHING 12" C.C. 6" 4" ¢¥PSUFI .4ALLL~OARO . Lsd COOLERS ........ _~ q" EDgE /IO" FIELD FLOOR SHEATHING (SUBFLOOR) r' OR I ESS J 8d COMMON j ~ EDGE/121, FIELD' IH~AX ~ALL HEIGHT FOR 110/12Omph ZONE, EXPOSURE D ~ SPACIN¢ ¢ I$" O.C, IS 14 SEE PLAN FOR ADDITIONAL SPECIFICATIONS IF APLLICABLE TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I BTRUCTURAL "'fEHBER I ALLO.4ABLE I RAPTER~ HAVIK® SLOPES ~REA~ER THAN 5/I~ ! L/lSD ALL OTHER STRUCTURAL MEMBER'S L/240 H/~bO L/240 EXTERIOR ~ALLA--!41ND LOADS !NITH FLEXIBLE FINISHES NOTE~ L = SPAN LEN®TH, H = $1PAN HEIOHT THE ~INO LOAID SHALL BE PERMITTED TO BE TAKEN AS CT TIMES THE COMPONENT AND C. LADDIN¢, LOADS FOR THE PURPOSE DP THE DETERMfNIN® DEFLEC.TION LIMITS NEREIN. GENE ,A,L F/xSTENINQ SCHEDULE F~ESiDENTIAL CODE OF NELd ¥O1~-. STATE P-.~OI2,11 DESI®N CRITERIA. CONSTIRUCTIO IN ~E®IONS ~HERE THE BASIC, ININI~ SPEEIDS FROH FI®dEE R50.2(4) EQUAL OR EXCEED IIO 1'41LES PEP``. HOUR (ITT.kin/h) SHALL BE DESIGNED IN AC, COP,,.~AN. OE IAITH ONE OF THE POLLOHIN®. I. PLANS HAVE BEEN OESI®NEE) IN AC,OOP--.~ANCE HITH ANERIOAN FORREST AND PAPER ASSOCIATION (APTPA)- HOOP FRAME GONST~UCTI©N h4ANUAL FOP``. ONE ANP T!40 FAh41LY P~IELLIN® (!~FCH) NOTE: ll FO~ (~ABLE ~OOF5 IO1 TO 45? PITC. WE5 2. SEE F~STENING $OI4EE::,LJLE A FO~ NAILIN~ IN EAOH ZONE ** ALL $Tt~APPINd~ TO ~E I-I/4:' X 20 ~,ALIGE $TL ,, "$[MP$ON"EQUIVALENT - 0520 (COILED ETRAP) --? INTEf~rol~ ZONE ~/ PEI~IMETEI~ ZONE E~ABLE LUALL (EDGE ZONE) NAILING: ,AND ST~APENG: ,~,LL STRAPF'INC~ TO ~E 1 I/4 X 20 QAU~E STL ** "SIMPSON" EQUIVALENT - CS20 (COILED ST~ZP) AT~A~TE~ TO ~IO~E CONNECTIO~ FOR 5TRAP ~ ¢d COHNON NAIL5 o EA. END OF &TRAP FOR NOTED COLLA~/CL~ TiE - 3 lcd OOM~ON~ NAIL5 e EA ALTE~NAllE C, EILIN¢ TIE AT ~,FTE~ TO TOP PLATE TO ~TIJD CONNECTION. FO~ $TRtAP- 5 ¢ d COMMON NAILS e EA. END OF 5Tf~AF= FOF~ TOENAILINiQ- 5 ¢ d COMMON NAIL5 FO~ C.J. TO R.~.- IZ lA d COMMON NArL5 (FO~ 5 PITCH) ~ I~ d COMMON NAIL5 (FO~ 8 PITON) FO~OF E~. PLATE TO ~LATFO~ A~OVE - ~ I~ ~ CO~ON NAIL5 ~ 48" O.~. AT $TUID TO FLOOI~ A55EME~L¥ TO 5TUI~ CONNECTION. (ONLY ApPLICIABLE FOf~ TLUO 5TO~¥ CONFIC-~UF.~ATIONS). FO~ STRAP - ~ 8 d COMMON NA/L$ FO~ ~_ OF EA. PLATE TO PLATFOi~M ABOVE g: e OF EA. PLATE TO PLATFO~ BELOD - [ I~ ~T STUE) TO FLOOI~ ~55EME~L¥ TO 5iLL PLATE(5) CONNECTION STRAP - 3 8 d COMMON NAILS ** EA. END OF $T~AP OF LA1 PLATE TO PLLTFORM E~ELOUJ- COMMON NAIL5 e 48,' C.C. AT STUD TO FILOO~ ,~55EMESL¥ TO SlLL PL.~TE(5) CONNECTION 5L.~B ON Cit~X~IDE ,APPLICATION. FO~ 5TF~AP- 5 ¢ d COMMON NAIL& e EA, EN~ OF 5TF~AP FO~ ~ OF EA. PLATE TP PLATFORM BELOU){ 1~ d COMMON NAIL5 I' TY F:' I C.,AL SECTION" DET,&fL6 ARCHITECT · · EL:(631) 968 7793 FAX:(631) 968-7795 'nE.SE DRAWl, lC8 ARE AN INSTRUMENT OF SERVICE AI~E~ 'R~ PROI=~fI'Y OF ~ REVISIONS DESCRIPTION ISSUED TO NO. DATE PROJECT TITLE ADDITION TO RESIDENCE 1175 FIRST ST. NEW SUFFOLK, N.Y. 11956 8CTM #:1000-117- 7 - 27 DRAWING TITLE O~TAIL~ DRAWN BY: CHECKED BY: JPT DATE: SCALE: A5 5HO~tN DRAWING NO. C-3 PROJECT NO, 2OO~-52A RESIDENTIAL CODE OF NEW YORK STATE-REQUIREMENTS CHAPTER 3 BUILDING PLANNING SECTION R303 LIGHT, VENTILATION AND HEATING CHAPTER 4 FOUNDATIONS SECTION R402 MATERIALS R402.2 Concrete· TABLE R402.2 MNMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R404 FOUNDATION WALLS TABLE R404.1,1(1) PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS R404.1.6 Height above finished grade. PIPE INSULATION PER ENERGY CONSERVATION CODE TABLE 503,3.3.1 MINIMUM PIPE INSULATION (thickness in inches) CHAPTER 5 FLOORS R502.8 Drilling and notching. L i i NO NOTCHES i D D/6 MAX I ' l,r D/6 MAX I FLOOR JOIST-CENTER CUTS D/6 MAX i & D/4 MAX MAX, D FROM SUPPORT FLOOR JOIST-END CUTS RAFTER/CEILING JOIST8 (802·8) D/B MAX.~ MIN FRO 0 2 IN. D (ACTUAL DEPTH) AND BOTTOM OF JOIST FIGURE R§02.8 CUTTING, NOTCHING AND DRILLING OR CONDUIT R502.8.2 Engineered wood products. CHAPTER 10 CHIMNEYS AND FIREPLACES FIGURE R1001.15 CLEARANCE FROM COMBUSTIBLES, i Inch STAIR/GUARDRAIL DETAIL OAK NEJ~EL POST -- NOSIN® 0/4" 12" HO STF~IN®E~ GENERAL NOTES HE; LANDIN~ !ND NA[LE~ ARCHITECT BAY SHORE, NY 11706 TEL:(631) 968-7793 FAX:(631) 988 7795 'n~EEE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND 13-E PROPERTY OF THE ARCHITECT. IE~RINGEMENTS WILL BE PROBECUTm'I REVISIONS DATE DESCRIPTION ISSUED TO NO. DATE PROJECT TITLE I ADDITION TO I RESIDENCE 1175 ~IRST ST, NEW SLIPPOLK, N,Y. ll956 SCTM #:1000-117- 7 - 27 DRAWING '"tITLE DRAWN BY: CHECKED BY: JPT DATE: SCALE: A~ 5HOHN DRAWING NO, C-4 PROJECT NO. 200D-D2A GENERAL CONDITIONS OF TNE NORK~ I- TNEBE NOTE5 5HALL APPLY TO THE GENERAL CONTRACTOR~ EACH 5UB-OONTRACTOR AND TiqE ONNOR'50HN FORCE5 EACIq CONTRACTOR 5NALL STUDY AND FAMILIARIZE IqIMSELF MITN THE 5ITC AND WITH ALL TRADE5 AND ASPECT5 OF TNE WORK EAON CONTRACTOR ONALL COOPERATE AND COORDINATE HIS NORK HITN THE HORK OF OTHER CONTRAOTBR5 AND TRADE5 2- THE CONTRACTOR 5NALL INOPECT TNE 51TE AND MAKE ALL APPROPRIATE INQUIRE5 TO DETERMINE CONDITION5 AND FIELD CONSTRUCTION CRITERIA PRIOR TO SUBMISSION OF SIC5, AND 5IqALL MAKE NO ADDITIONAL CLAIM5 REGARDING 5ITC CONDITION5 TNEREAFTER THE CONTRACTOR'5 AND OHNER'5 AGREEMENT TO ENTER INTO THE NORK 5NALL SUFFICE A5 TIqEIR ACCEPTANCE TO TNE TERM5 SPECIFIED NEREIN~ AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENT5 BETWEEN TNE OWNER AND TNE CONTRACTOR. 3- NOTHING ON TNE5E DRAWING5 5IqALL BE CONSTRUED A5 MODIFYING IN ANT WAY THE CONTRACT BETWEEN THE OHNER AND CONTRACTOR ON THE CONTRACTOR AND 5UR CONTRACTORS. & THE OWNER 5WALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DIBEOVERED CURING THE OONSTRUOTION PNASE OF THE PROJECT, NNION MAT REQUIRE ADDITIONAL MEASURE5 TO BE TAKEN ON TiqE PART OF THE CONTRACTOR, 5UB-CONTRACTORS~ OR TiqE ARONITECT. ANY AND ALL COST5 RELATED TO THE ADDITIONAL NORK 5IqALL BE THE 50LC RESPONSIBILITY OF TNE OWNER~ INCLUCING TNE ADDITIONAL 5ERVIOR5 OF ANT OUTSIDE AGENOIES, INCLUDING BUT NOT LIMITCO TO 5URVETING~ PILES, EXTERMINATION~ BORINGS~ UNDERPINNIRG~ SITE ORAINAGE~ ABCITIONAL CONSULTATIONS~ 51TE VISITS, CERTIFICATION LETTER5~ AMENDMENTS~ AS BUILT BRAKINGS, ETC. EXISTING 5ITC CONDITIONS I- ALL EXISTING E<~UIPMENT~ OTILITIES, STRUCTURE5 AND OTHER ITEM5 INTERFERING WITH TNE INSTALLATION OF TNE PROPO5ED EQUIPMENT AND STRUCTURES 5NALL BE REMOVED ANC REPLACED AND 5NALL BE 5UBJEOT TO APPROVAL OF THE OWNER. 2- TNE CONTRACTOR 5NALL DETERMINE AND/OR VERITY TiqE ACTUAL LOCATION OF ANY AND ALL UTILITIES~ PIPING AND RELATED ITEMS PRIOR TO TNE COMMENCEMENT OF WORK ALL C05T5 INCURRED 5WALL BE THE RESPONSIDLITT OF THE CONTRACTOR UNLE55 OTNERMISE AGREED UpON BT TNE OHNER. 3- ALL DIMENSION5 AND LOCATION5 A5 INDICATED ON TiqE DRAWING5 ONALL BE CONSIDERED CORRECT, BUT 5NALL BE UNDERSTOOD THAT TIqET ARE SUBJECT TO MODIFICATION5 AS MAT BE NEORSSART OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR ANT OTNER CONDITIONS. 4- OO NOT ~CALE DRAWINGS. WRITTEN DIMENSION5 SUPERSEDE BEALED DIMENSION5 AND ARE SUBJECT TO REVISION5 A5 PER ACTUAL FIELD CONDITIONS. THE CONTRACTOR 5NALL VERIFT ALL DIMENSION5 AND OONOITION5 HEREIN 5NONN~ AND ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ARONITECT~5/REPRE5. ATTENTION BEFORE COMMENCING MITN THE WORK. 5- IF IN TNE COURSE OF CONSTRUCTION A CONDITION EXIST5 WHICH DI5AGREE5 WITH THAT A5 INDICATED ON TNESE PLANS, TiqE CONTRACTOR 5NALL 5TOP ALL WORK AND NOTIFY THE ARCIqITECT 50 A5 TO ALLEVIATE SUCH CONFLICT NITNOUT BURDEN TO THE OHNER 5NOULD FIE FAIL TO FOLLOW TNI5 PROCEDURE ANO CONTINUE WITH THE HORK~ FIE 5WALL ASSUME ALL RESPONSIBILITY AND LIABILITY 5- ALL MONK LET UNCER TNE5E DRANING5 5NALL BE GUARANTEED AGAINST DEFECT5 IN MATERIAL AND NORKMANSNIP FOR A PERIOC OF ONE (I) TEAR FROM TUE DATE OF TNE ACCEPTANCE OF THE OWNER GRANTING A CERTIFICATE OF OCCUPANCY, OR THE ONNER'5 USE OF TNE PREMIBE5 5FIALL NOT CONSTITUTE ACCEPTANCE OF TNE WORK. (~- TNE CONTRACTOR 5HALL ALSO DELIVER ALL MANUFACTURES' NARRANTIES~ GUARANTEES~ OPERATIONAL AND MAINTENANCE MANUAL5 PERTAINING TO HI5 NORK 7- EAON CONTRACTOR 5WALL ALBO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERM5 AND EXTENT HILL BE E5TABLISNED IN THE AGREEMENTS BETNEEN EAON CONTRACTOR AND THE OWNER. ARCNITECT'S SERVICE5 DURING CONSTRUCTION .....:..:. SITE NORK, GRADING .?O'L.~I~JDOCAPING I- CONTRACTOR 5NALJ~':i:EBOM EFF$~ED AREA5 OF TiqE 5ITC AND REDISTRrBUTE ALL TOPSOIL UPON COMPLETION OF THE MONK, PROVIDING FOR FINISFIE[~:~RABIN~i~.~Ip R~¥~ OF THE LAWN A5 DIRECTED BT TNE OWNER. 2- BACKFILL'5FJA.I L NO:I~!.!:~....PLACE~:?~AINST FOUNDATION MALL5 UNTIL THE CONCRETE 15 OF SUFFICIENT 5TRENGTN ANO UNTIL TNE WALL5 ARE.~J~:~,-~L'[=B~ACED"F~ii/~.R.B~TTOM BT THE HORIZONTAL FLOOR OR BT ADEOUATE TEMPORARY BRACING ~-'GR~BIN~::.~:R~[~.:..ALL NEH"CONSTRUCTION 5WALL 5LOPE AMAT FROM THE FOUNDATION HALL AND 5NALL BLEND INTO EXISTING GRADES. .:¥;~- ALL ~]TE DES~-~¥.~N{~LUDING TOPOGRAPHY, 5TORM DRAINAGE~ SPECIAL PAVING, LANDSCAPING, ETC. 5NALL BE PROVIDED BT OTNER5 · ~':::?i'.:i'~LE55 5~CIFIED NEREid!. I- TBE ARCNITECT ONALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF TNE GENERAL CONTR~[;~'~R ~$T~)[ 5UR-CONTRACTOR5 NOJq.:z v"i(~'zCONTRA~OR ONALL PROVIDE FOR ALL DRIVEWAY MODIFICATION5 A5 REQUIRED ALLOWING FOR ACCESS TO ARB FROM THE 51TE. ALL NEW 5UALL FE GUARANTEE TUE PERFORMANCE OF TFIEIR CONTRACTS TUE O~LIGATION OF TNE..~ONTRACI~'i:]~AL[~-NOT EXTEND TO li~. =:' '~, CURB~DTS AND PAVING MUST COMPLY MITN ALL REOUIREMENTS FOR THE GOVERNING MUNIOPALITT I NTB BUILDING CODE L ABILITY OF TNE ARON TECT~ iq 5 AGENTS OR EMPLOTEE5 ... ""'%i.]:::~:<... ":::i::::i':z- ..'. "~:i:i:i:]:]:i':'.R ~'i~..MINNO~I NOTES~ 2- THE ARONITECT 5HALL NOT BE RESPONSIBLE FOR~ NOR MA5 CONTROL OR ONARGE.~F CONS~.ION ~..BEQUENq~5'~<:::~R "c.'¢z.'.'. ...... I- A~/~"'NEM WINDOW5 5IqALL BE PERMA-SNIELD FINION IN HNITE A5 MANUFACTURED BT ANOERBON OR APPROVED EOUAL - FURNISHED HITN PROOEDURES~ OR FOR SAFETY PRECAUTION5 AND PROGRAM5 TNE CONTRACTOR 5iqA~;:':¢E RESP~BLE F~' ADEQUAI.$~. I~R~,CING"~$::- INSECT SCREEN5 rd~lLL5 JAMB EYTENBIONS TRIM ETC MITN 5/~" INBOLATEn r4A55 URIF55 OTNFI~MIBE A T PROTECT NG ALL WORK OUR NG CONSTRUCT ON ABA NOT DAMAGE, BREAKAGE~ OOLLAP~I :i~¢TORTI~::ANO ~llSALIGN~I~NT .~'~EO~DIRG T~:.i~ili!i']E.N.., 2 A[~ EX}ERIOI~ ~RS'M THOUT'~LAZ NG ~NXI]L ~A~E'~PEEP MOLE5 INSTALI~D ....... GREED _0. APPLICABLE CODES. . '-'::.:i:ii.i.::i~:.=.. .z' ""::'i:i!:i:ii'G. ".N.y. ':??"' S) ALL WINOOM5 ¢ DOOR5 WITH GLAZING 16" OR BELOW ABOVE FINIONED FLOOR (A F F ) SMALL BE ORDERED MITN TEMPERED GLASS 3- TNE ARCHITECT NAS NOT BEEN RETA NED ON TNB PROJECT Fq~.i~IDDING AND/OR THE N[~I~'flATION AND ADMIR~.~]-fOF~OF THE IF PROJECT LIES MITNIN A MILE OF THE COAST LINE~ ALL NINOOM5 ¢ DOOR5 SHALL BE ORDERED WITN LAMINATED GLADS CONTRACT5 FOR CONSTRUCTION OF TiqlS PROJECT. :': C-N-.:.<.. .4- TFIE ARCNITECT 15 NOT RETAINED FOR 5ITC INSPECTIO'~,~:.~,BD/DR:?OBSERVATION OF THE CONSTRUG~JOJq. ="::?<:!i'?::., . 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCNITECT'5 WINDOW ¢ DOOR SPECIFICATION5 PRIOR TO ORDERING ANY MINDOWDOORS 5- NO REQUEST FROM ANT PARTY FOR NFORMAT ON R~NS×~i:i:~.~SIFICATroN AMPLIFICATION OR E~ION OF TN~'::~NINGS OR IF TNERE ARE ANT DISCREPANCIES NITN SIZES, IT IS TNE CONTRACTOR~5 RESPONSIBILITT TO CONSULT WITH ARCHITECT PRIOR TO NOTATION, OR REQUEST FOR PERM 5BION TO VAR$:.~t~ DEVIATE"~.i::<[NE REOUIREMENTS OF THERE I~RAT4~.~:~-..NOTAT1ONS, MILL BE COMMENCEMENT OF ANT HONK ENTERTAINED BT TiqE ARCNITEOT, UNLEBO TFIG'~. AR~z"~T FORTH N':,N~.J.N~ AND ADI~I~SBED TO TNE~MN~ NE::: ~:ii%M~ OWNER REFER5 5- CONTRACTOR 5NALL CONBOLT MITN ONNOR PRIOR TO ORDERING ANT WINDOW AND BOOR HARDWARE FOR ONNER SPECIFICATIONS THESE REQUEST5 TO TiqE ARCHITECT, TH~. ~I~:~.ECT ~qlLL WITH REA~,~LE PI~OMP~5 CONSIBER '~P~"MAT?~ AND RESBONO IN ROOFING: WRITING TO TiqE ONNER FOR TRANSMITt:~ TO:(¢~'~PARTT CONCERNED. TNE..~'~!TBEITREPRES. OOES'.:~gT~ NOR MILL A55UME~ I- ALL METAL FLAONING NNERE CALLED POP ON PLANS 5NALL BE COPPER OR ALUMINUM ANT RESPONSIBILITY NITN REGARD TO"~E A~'i~ENTIONED TYPE5 OF INODf~¥~:~JNLES~':::~Big.VE PROOPDURE lB FOLLOWED 2- CONTRACTOR 5HALL PROVIDE GUTTER5 AND LEADER5 A5 REQUIRED AND ONALL CONNECT TNEM TO THE APPROVED 5TORN MATER ~- "'""'~" ":":iil]~iiii!:::..' ~:::Ei:i{i:::i!:',: DRAINAGE SYSTEM TEMPORARY PROTECTION AND UREB ..... ~..::'":.; -.~ .."="~' I- TNE CONTRACTOR 5%E~;:'.:~B.:RES~NSIBLE FOR TEI'~'~ARY ~.~][RIC, l~l~, TOII]~:i:.:~,~ILITIE5, FENCING, BARRICADES, BEQURITT, AND ~- ALL 5KTLIONT OPENING5 5NALL BE PROPERLY FLADNED. CLEAN UP A5 AGRE~[~. UPOi~'~IEEN:'~.~::!O~INER AND TNE C~R t)~:i~OMpI]~i~N OF WORK, THE CONTRACTOR 5HALL BROOM 4- ALL MONK 5NALL BEAR A NRITTEN ONE (I) TEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE ONNER~5 CLEAN ALL AFFEGT[~'"~EAS"~:.:(~RT ~'~'::ALL BEBRIS. ?.'ce. . ~.::.:: ACCEPTANCE, ADDITIONAL MANUFACTURER HARRANTIE5 5NALL BE PROVIDED MNEN APPROPRIATE. 2- TNE CON~]'OR'.~NALL COFfee, ALL NORK TO PRECLUDE TNE"~'~¢:][50F'~.NRATNER ON COMPLETED NORK~ OR WORK IN PROORES5 5- ALL ROOF INTERSECTIONS TO NAVE FLASHING TO EXTEND 6" (MEASURED VERTICALLY) ABOVE FLAT POOP THE CONT~A~']:~<.$NA~.ASSUME:~.¥$.RESPON~j}[ TT AND EXPENSE OF.~'i~I~OI~ART ENCLOSURE5 NNERE NECESSARY. DUST PARTITION5 6- FOR RBOE5 PffoNED ]~12 AND UP~ NEW ROOFING 5HALL BE ASPIqALT 5IqINGLES(ONLE55 OTNERNISE NOTED) OVER ION FELT ~ I LAYER OF ARE.$~:.J~E PR~)~i~$) BETWEEN M~K AREA5 ~N~D THE REST OF THE BUI[:~F~G UNDERLATMENT REQUIRED MNEN ROOF PITON IS 4.12 AND ABOVE, OTNERMIBE TWO LATER5 5MALL BE USED FROM 312 UP TO N 12, INSTALL ARISING THERE FROM. ~ ~A~'F~'i:~.~NTRA~.~J~:::SIqALIji~: RESP~.~SIBLE F~}R ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENT5 BOON A5 MATER, AND LAP JOINT5 A5 PER NY5 RESIBENTIAL BUILDING CODE AND MANURACTURER5 5PECIPICATIONS. PROVIDE AN ICE AND MATER 5IqlELD ~- THE CONTRACTOR 5IqALL CIqECK AND VERIFY LOCATION BF ANT EXISTING OVERHEAD OR UNDERGRONNO ELECTRICAL OR OTHER NAZAR ~OUS..' <':~:~-T, NI~' OR OTI~'~"::~FOREBEEN..~I~'~BIz~:.~E5 TNAT MAT BE ENCOUNTERED IN PERFORMING TNE WORK TO BE DONE UNDER MI5 CONTRACT. UNDERLATMENT MITRIN 2LO'' ('PROJECTED NORIZONTALLV) FORM THE INTERIOR 51BE5 OF EXTERIOR MALL5 BELOM~ FOR ALL ROOF UTILITY LINE5 AND TO ARRANGE FOR TNEIR 5AFC RELOCATION. 'i~i::~:~. E~'~NT OF AN~!:'~O'SPENSION 'OF'~li~i'i:~ CONTRACTOR OR SUB-CONTRACTOR 5MALL PROTECT NI5 WORK AND MATERIAL5 AGAINST OVERRANG5 ASPHALT 5NINGLE5 TO BE ATTACBED MITN A WIN OF TNO 12GX]/N" LONG GALVANIZED ROOFING NAIL5 WIN TWO PER 51NOLE 7- THE CONTRACTOR 5NALL BE FIELD TO NAVE VERIFIED DIMENSION5 AND CONDITION5 AT THE BUILDING. NO LATER CLAIM5 MILL BE ""::!:.::.:::.:~.. DA~r~:~.,OR L055. ANT HORK OR MATERIAL~'¥~$,'~:.:dAVE BEEN DAMAGED/DESTROYED OR LOOT BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND 5IX PER 5TRIP 5MINGLE CONSIDERED FOR LABOR, EQUIPMENT OR MATERIAL5 REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INPORMA~JbN~ L~:~:<' 5UB2~I'~'RACTOR TO 50.PROTECT FII5 WORK OR'¥~I~ER'IAL5 5WALL BE PROMPTLT REMOVED AND REPLAORB BT TRE CONTRACTOR 7- FOR ROOF5 PITCNED BETNEEN 112 AND ~:12, NEH ROOFING 5WALL BE ROLLED ROOFING NITN AN ICE AND MATER 5WIELD UNDERLATMENT '"':" ".Sz.R~- TN~:~I'NACTOR 5NA~::.:~ONDUCT ALL WORK tN:'"~UON A MANNER 50 TO NOT IMPAIR TNE STRUCTURAL INTEGRITT OR STABILITY OF HITIqlN 2'-0" (PROJECTED NORIZONTALLY) FORM THE INTERIOR 51DE5 OF EXTERIOR NALL5 BELOM~ FOR ALL ROOF OVERHANG5 OF 51TE INSPECTION5 OR IMPROPER EVALUATION OF TiqE HORK INVOLVED. ::#'.'. ...... 6- CONTRACTOR MUST VERIFY MITN NI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL BERVICE 15 REQUIRED F@I~ .FNI5 PR'~T "~i~JAC~' STRUCTURES, ~N~l~ OR UTILITIES. 5WOULD DAMAGE OCCUR AS A RESULT OF THE MORK~ TNE CONTRACTOR SNALL REPAIR ~,- FOR ROOF5 BELOW 1'12 BUILT UP ROOFING 5FIALL BE A 20 YEAR JONN5 MANVILLE ROOFING 5TOTEM, CONSISTtNG OF I LAVER OE NRGU lBO, PRIOR TO BOBMITTING A BID ..'.~?-:::~ ':':i::i:ii:i?E.:... '~ REPLACE 5AID DAMAGED i~i~....~;~YE SATISFACTION OF THE OMNER~ AND AT THE CONTRACTOR5 EXPENSE. TNE CONTRACTOR 5WALL I LAYER OF DYNABASE BET IN MBRCAA, AND I LAYER OF DTNAKAP BET IN MBRCAA. q- CONTRACTOR TO VERIFY LOCATION5 OF MASTS, METERS, 5UR-PANELS, ETC. FOR RELOCATION A5 RE~UIREC F~:i::~HE 'I~JECT. -.,.<?:..: ~EAR ANY'"'~<.ALL C05TS::A55OCi~D' NITH WORK DIBEONTINUATION ENGINEERING CONSULTATION~ MATERIAL5 TESTING, REPAIR AND ALL ~l- NEW HORK 5IqALL TIE IN AND LAP BO A5 TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICE5 ADDRESSED IN TNE CONTRACTOR MUST ALSO NOTIFY TiqE ARONITECT OF LOOATION5 IF NOT 5NOHN ON PLAN5 ~ ':.i:i?:-.. ................... ..c-'~.::..-~.. MIS~EO~'~RELATED IT. PM5 NY5 RESIDENTIAL BUILDING CODE. '"":%i:].i.::.,.. ":'!i!i!iiii::i]:z'. '"'":i:i:i:!'!:!i'f" 5- TI~i.~.FRAB~I~':ONALL!~ACE, 5NONE, REINFORCE AND/OR UNDERPIN ALL STRUCTURES~ INCLUDING NELONBORING 5TRUCTURES~ A5 I0- ALL EXTERIOR NAILING 5IqALL BE ALUMINUM OR GALVANIZED. RE~UIR~'.,)S~ 5AP:~i']~ERAS'iON. II- FLASHING TO BE PROVICED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, ONIMNET5 AND ROOF VENTILATOR5 FLASIqlNG TO BE CONTRACTOR~B RESPONSIBILITIES FOR COORDINATION AND MORKMANSI'IIP .c~::::::;. ¥!iii::' '<'::'ii'i!i'::::"~"(~- TNE C~:ACTO~':.ii~3 TO TAKE ALL NECE55ART AND PRUDENT STEP5 TO 5NOPE AND BRACE EXISTING 5TRUCTURE5 PRIOR TO PROVIDED AT MIPS, RIDGES, VALLETS, CHANGE5 OF ROOF SLOPE, GABLE END5 AND TOP OF FOUND MAILS. I- THE CONTRACTOR SNALL COORDINATE SCHEDULING OF 5UB-OONTRACTOR5 AND OTHER CONTRACT~<.~:..SNAL~ PROVIDB"E~[~RY POSSIBLE ......... COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR 5NALL ~.(~£E:-E A COMPR~ENSIVE [NSTALLATIO[~::'~.::.NEADER5 FOR NEW OPENING5 TiqE PROPER AND BAFE EXECUTION OF THIS WORK IS THE SOLE RESPON51BILITT OF THE 12- IN5TALL SWIMS TO pROVIDE ROOF PITON UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOIST5 TO PROVIDE FOR ROOF VENTING SCHEDULE FOR ALL MONK PERTAINING TO ALL CONTRACTS AND 5WALL 5UE~IIT THE 5AMC TO THE OMNE~"'i~::i~ORPTABLE FORM~..R:..~.:~[I CONTRACTOR ':U? IN FLAT ROOF AREA5 -.?.<>.. .... -~.~..... 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR TNE CONSTRUCTION PROCE55 AND PROTECTION TNEREOF~ SUCH A5 I~- ALL INTERIOR LEADER5 ARE TO NAVE I/2" FOAM 50UNO INSULATION OVER PVC PIPING (REV B/q6) REVIEW HELL IN ADVANCE OF WORK COMMENCEMENT. ..:~..:.: .... Z':'- %: 2- TiqE CONTRACTOR 5WALL COORDINATE CONSTRUCTION ACTrVITiE5 MITN TNE OWNER TO MIN M ZE INTERRUP~I~ TO NOR~:i:~MNEI~.=:i.:~..... 5CAFFOLDS~ STAGING, PLATFORMS, RUNNATS, NOISTS~ LADDERS~ ONUTES, TEMPORARY FLOORING, GUARD5, RAILINGS, ONAFT NAT 14- CONTRACTOR 5NALL PROVIDE GUTTER5 AND LEADER5 A5 REgUIRED AND 5MALL CONNECT THEM TO TNE APPROVED 5TONM MATER .. '::.:~.:<.:.... -"":'z:,':-::,. PROTECTIONS, ETC.~ FOR TNE PROTECTION OF WORKMEN AND TO TNE PUBLIC 5WALL BE PROVIDED, ERECTED~ AND MAINTAINED IN DRAINAGE 5T5TEM. OPERATIONS. ':" ................. 3- EACH CONTRACTOR 5IqALL BE RESBONSIBLE FOR CUTTING~ FITTING AND PATCHING OF HIS WORK THAT MAT BE '~'~:ED T~':'~RLET¢'::::i?::}' ACCORDANCE WITH THE REQUIREMENT5 OF ALL NEW TORK STATE CODES, AND ALL OTHER LAMS, RULE5~ OR ORDINANCE5 OF ALL FINISH HONK NOTES~ GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUOT[ON. N TRIM~ MOCDINGS~ CA51NG5~ MINOON FRAME51 ETC. 5NALL MATCN EXISTING UNLE55 OTNERMIBE NOTED ON DRAMINGS~ PAINT OR 5TALIN A5 §- TiqE CONTRACTOR 5IqALL PROVIDE~ ERECT~ MAINTAIN THO5E ITEM5 REQUIRED FOR USE~ OBTAINING ALL NECESSARY PERMITS~ INSPECTIONS PER ONINER. AND APPROVALS, AND REMOVE TNO5E ITEM5 MIqlCN NAVE SERVED TNEIR PURPOSE AND MNEN DIRECTED BT THE ONNER, UNLE55 OTNERNIBE 2- CONTRACTOR 5IqALL PROVIDE HOOD BTEPS TO GRADE('UNLE55 OTNERMISE NOTED) NUMBER OF STEP5 REQUIRED TO BE DETERMINIED IN FIELD STIPULATED BT TFIE OHNER. ALL DECK LUMBER TO BE A.C.O ('ARSENIC FREE PRESSURE TREATED LUMBER) THE NORK OF NIB CONTRACT. NO CONTRACTOR 5NALL ENDANGER ANT WORK OF ANT OTIqER CONTRACTOR ~'fXi:~'T~¢VA~.N4G, OTHERWISE ALTERING ANT OF AN'( OTHER CONTRACTOR5 WORK, AND NO CONTRACTOR 5WALL DO 50 M]];J~UT 'F~..~I~:~.ER%ONS~"~}F TNE OWNER ANT COST5 CAUSED BY DEFECTIVE OR ILL-TIMCO HORK 5HALL BE BORNE BY THE P,~.R:T¥' N- CONTRACTOR5 OR 5UR-CONTRACTOR5 HHOSE WORK AND INSTALLATION5 REQUIRE SLEEVES~ .HA.:.:.:.:.:.:.:.:.:~:~8. IN5E~TS, ~.~E. ANG!~'~)'RS~ ETC., TO BE BUILT INTO THE WORK OF OTNER CONTRACTOR5 5WALL INSTALL OR PROVIDE THESE TEi~.:::'~'O I'q~?.?OPRIATE~'RACTON HNO WILL 5ET TNE5E TO WORK IN THE LOCATIONO ESTABLIONED BT THE CONTRACTOR HMO REQUI~B TB~E IT~:!::.>]NEBE ITE~"5 5HALL BE PROVIDED AND TNEIR LOCATION5 COORDINATED 5UFFICIENTLT IN ADVANCE~ 50 A5 NOI~:TO>.DELA¥ THE ~5~ OF A JOB A5 A MNOLE ALL 5UCN ITEM5 5HALL BE INCORPORATED BO TNET MILL MEET THE CORRECT PN~oICAL EL~.,~][ION5 OF Ff:f'~'~ AT EAON LEVEL. THEY 5WALL BE SECURED INTO TiqE FRAMENORK FOR CONCRETE 50 A5 TO MAINTAIN Th(~.4.)~q~::!:~,~TION Ak'JO POSITION OUDNG TRE pLACING OF CONCRETE AND REMOVAL OF FORMWORK. ~'"- '..:.z.:....e..:.~..' '"' % 5- TNE CONTRACTOR5 5NALL MAKE TIMELY SUBMISSION5 TO TNE 0~. NCR OFiTiqE VARIO~5 ITEMS,SET FORTN BO A5 TO ALLBM REASONABLE AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, p055 ~i'i~.~kJ~lIS5 ON, AN[~:'i:~OR~'APPROVAL OF SUBMISSIONS MITNOUT DELAYING THE PROGRE55 OF THE ENTIRE PROJECT OR ANT PNASE OF T~'E '~'i~!'!ii!).':.' &- ANT MATERIAL5 OR NORKMANSNIP FOUND AT TiqE Tli':IE;ro BE DEFECTI'¢~:::'.':~ALL BE REMEDIED AT ONCE~ REGARDLE55 OF PREVIOUS INSPECTION. THE IN5PECTION OF THE WORK 15 NTENO'~'[~"~i~I~ TNE CONT~R"IN APPLTING LABOR AND MATERIAL5 TO AND IN ACCORDANCE MITN TNE 5PECIFICATDNS, BUT 5UCN.~.~?ECTI'O~ti:i~LL NOT OBE~ATE TO RELEASE TNE CONTRACTOR FROM ANT OF iql5 CONTRACTUAL OBLIGATIONS. .....~... 7- ALL NEW MATER ALS AND NSTALLATIONS 5NALii!~]:i~N ABEYANCE NITN MEG. LATEST PRINTED SPECIFICATION5 AND HITN ALL GOVERNING BODE REQUIREMENT5. '¥'i:i!'i:ii::~. ?': 6- ALL MATERIAL5 5WALL BE NEW, A5 CALLEO FOR IN I~:~::"~'AMINGS, AND TNE BEST OF TNEIR RESPECTIVE KINDS THE OONTRAOTOR MITOOUT NRITTEN APPROVAL OF THE ARCHITECT 5NALL MAKE NO SUBSTITUTIONS. FOR PORTION5 OF TNE NORK NOT 5NONN IN DETAIL BU1 MNION ARE 5NOWN GENERALLY, OR FOR RRABONABLE INFERABLE A5 BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, TNE MATERIAL~ METNODS~ AND NORKMANSHIP 5NALL CONFORM, A5 A MINIMOM~ TO THE TTPICAL OR REPRESENTATIVE DETAIL TNROUGNOUT THE CORRESPONDING PART5 OF TNE BUILDING. q- NO MATERIAL5 OF ANT KENO 5NALL BE USED UPON TNE WORK UNTIL IT iqA5 BEEN INSPECTED AND ACCEPTED BT TNE ONNER ALL MATERIAL5 REJECTED 5NALL BE IMMEDIATELT REMOVED FROM TiqE WORK AND NOT AGAIN OFFERED FOR INSPECTfoN [0- ALL MONK 5NALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MEONANIC5 5HALL BE 5KILLED IN TNEIR TRADE. II- ITEMS ONOMN ON PLAN5 BUT NOT 5PECIFICALLT STATED IN TUE SPECIFICATION5 AND/OR VICE VORSA 5UALL BE CONSIDERED TO BE INCLUDED IN TiqE CONTRACT. CODE CDItPLIANCE I- ALL CONTRACTOR5 AND 5UB-OONTRACTOR5 SHALL BUILD IN COMPLIANCE NITN ANT AND ALL APPLICABLE NTB RESIDENTIAL BUILDING LOBE5 A5 HELL A5 TNE REQUIREMENT5 OF LOCAL AGENCIES TNE5E RESPON51BILITrE5 INCLUDE BUT ARE NOT UMITED TO MATERIALS, EQUIPMENT~ APPLICATION5 / INSTALLATIONS, THE PROPER BEQUENCE OF TRADE5 AND PNASE5 OF OONSTRUCTION~ FILING PROCEDURES~ AND GENERAL ACCEPTABLE BUILDING PRACTISE5 OUTLINCO BY TNESE CODES. THESE REQUIREMENT5 ONALL PERTAIN TO TRE PROPERTV ADORE55ED HEREIN A5 NELL A5 ANT NEIGHBORING PROPERTIES THAT MAT BE AFFECTED BT IT'5 ALTERATION BE IT KNOWN TNAT ALL NOTE5 AND SPECIFICATION5 ONONN NEREIN~ MNION MAKE REFERENCE TO 5AID RESPONSIBILITIES~ ARE RECOMMENDATION5 OF TNI5 OFFICE AND ARE SUBJECT TO ONANGE A5 PER ANT GOVERNING AGENCIES AND REPRESENTATIVE5 TIqEREOF~ AND DISCREPANCIE5 NHICN MAT ARISE BETNEEN THESE DRAWING5 AND BArD REQUIREMENT5 5NALL BE BROUGNT TO THE ARONITECT'S/REPRES/BEPRES. ATTENTION BEFORE THE OOMMENCEMENT OF WORK IN QUESTION. 2- EAON OONTRACTOR 5HALL COMPLY MITFI THE REQUIREMENT5 OF TNE FIRE CODE OF NEN YORK 5TATE~ NEW YORK STATE ENERGY CONBERVATION CODE, FEDERAL 0 5 H A~ AND ALL OF TNE LOCAL GOVERNMENT AGENCIES WAVING JURISDICTION~ INBOFAR A5 APPLICABLE TO NIB PORTION OF THE WORK. 3- NO NOTE OR DETAIL OR LACK TNEREOF ONAUL BE CONSTRUED A5 RELIEVING TNE CONTRACTOR FROM AN EXECUTION OF ALL MONK IN ACCORDANCE NITN ALL STATE AND LOCAL CODES. DEMOLITION NOTES, ~- ALL EXTERIOR NOOD FENCE AND DECKING MATERIAL5 TO BE WATER SEALED. I- TNE CONTRACTOR 5NALL ASCERTAIN TNAT TNE AREA, OF DEMOLITION NAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTCR 5IqALL SEAL AND / OR PRIME ALL BOOR5 IMMEDIATELY UPON INSTALLATION TO AVOID WARPING ORDER TO ALLOH FOR DEMOLITION TO PROCEED. TNE (CONTRACTOR 5WALL NOTIFV TNE ONNER IMMEDIATELY OF ANT SBEN CONDITIONS 5- ALL GLAZING AND SKTLIONT5 5WALL BE IN ACCORDANCE MITN THE NTB RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE5 PREVENTING MI5 PROCEEDING MITN TiqE DEMOLITION, (REV. 3/%) 2- ALL ELECTRICAL NIGFI OR LOH VOLTAGE CONOUITS, P~IRES, INSTRUMENT5 AND E~IPMENT ADJACENT TO OR CONTAINED HITHIN 6- ALL GTPSUM BOARD MALL5 AND ORILING5 5NALL BE TAPED ANO 5ANDES MITN A WIN OF 3 COATS OF SPACKLE, PRIMED AND READY FOR PARTITION5 TO BE REMOVED BACK TO TNE NEXT PANEL. BOARD AND 5HUTOOHN. NO CIRCUITS, NIPE5 OR EQUIPMENT 5PALL REMAIN OPEN NALL FINISqING~ AS PER OWNER. OR LIVE. 7- THE ONNER 5NALL SELECT ALL COLOR5 FOR APPLIANCES, PAINT, TILE, CABINETRT, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN ~- DEMOLITION INCLUDE5 COMPLETE REMOVAL AND DISPOSAL CF ALL ITEMS FROM 51TE~ EXCEPT ITEMS DE51GNATED TO BE REMOVED AND CABINETRY RETURNED TO TNE ONNER FOR RE-USE MATERIAL50R~ ITEM5 5UCN A5 DOOR5 AND FRAMES~ BLAB5 AND LIGHTING FIXTURE5 BE51GNATED ~,- CARPETING 5WALL BE FURNISHED AND INOTALLED AT THE OANER5 EXPENOE UNLE55 OTHERWISE AMARBED IN TNE CONTRACT ON DRAHING5 TO REMAIN THE PROPERTT OF TFIE OMNEFR 5WALL BE REMOVED NITN CARE AND 5TOPED IN A LOCATION ON TNE 51TE TO BE ':1- CONTR~CTBR 5NALL PATCN ,AND MATON ALL FINISIqE5 AFFECTED BT TiqE NEW CONSTRUCTION FOR BOTN TNE INTERIOR AND EXTERIOR. DESIONATED ~Y TNB OWNER. 10- UPON COMPLETION OF ~N~"~J~K~ TNE CONTRACTOR 5NALL BROOM CLEAN ALL AFFECTED AREA5 AND CART AMAT ALL DEBRIS & CONTRACTOR 5IqALL OBTAIN ALL PERMIT5 FOR ALL ~WORK~ INCLUDING PERMIT5 FOR TRANSPORTING AND DrsBOSAL OF DEBRIS AND II- NATERPROOF ALL BAI~:~ROOlM FLOOI~E-ANO PROVIDE COVE BABE A5 PER NTB RE51CENTIAL BUILDING CODE. OTUERS A5 REQUIRED BY AUTNOR[TIE5 HAVING JURISDICTION INCLUDING ANY IqAZARDQU5 MATERIALS TIqAT MAY BE DIBOOVEBED 12- ALL STAIR Cq~.~TRU~.TO ~'~ MITN NY5 RESIBENTrAL BUILDING CODE E- CONTRACTOR 15 REgUIRED TO NOTIFY ONNER5 OF A~NT AND ALL REQUIRED UTILITY 5NUTCOMN5 NITNIN THREE DAY5 PRIOR TO TIME ' B- GLA55'ENCLO~l~[~5 A~. 5NO~'~ZANO TUB5 5NALL BE IN COMPLIANCE MITN TUE NY5 RESIBENTIAL BUILDING CODE. REQUIRED TO BE 5UUTBONN -:.= = '~:<:!:!::i:::i::.>. >' (~- TFIE OONTRACTOR 5IqALL PROVIDE AND MAINTAIN AL/L NECESSARY SAFEGUARD5 5UON A5 GUARDRAILS, BARRICADES~ COVERING~ ETC., TO MABOOR~::~i¥..E<.~.~~ ":::-'C-N=.- PROTECT TNE WORKMAN AND PUBLIC FROM ANT FORM OF BODILV INJURY :z.<::ii::-.. I...f~ROVIOF.:M~F~?i~:.2'-O' 0.C. 7- PROVIDE AND MAINTAIN NEORSSART COVERING5 AND BOARDING TO PROTECT EX 5T NG WORK AND F i~I~I~E5 7~=REMAIN UPON ..~<.'~ii!i:~ROVIBE"~LVANIZE~J"I~LL TIE5 TO ANONOR BRICK. COMPLETION~ REMOVE ALL PROTECTION AND CLEAN BO~N ALL SURFACE5 AND LEAVE ALL CONSTRUC-T[~'!i!~. A C~AN~ ORDERLT CONDITION ~. '~:.::DJROMALL ~EINFORCED @ I¢ 0 C VERTICALLY. BOOT 5NALL BE KEPT AT A MINIMUM NITN PROTECTIVE COVERING REQUIRED OVER EXISTING FINIONE5 ('O~.l~ "~.~.) TO BE PROVIDE~..z~<~:~.... ~]:':~.;~NSION J~INT5 @ ~OLO~' O.C. VERTICALLT (MAX.) AND AT INTERSECTIONS. (REV. ~IOS) B- THE CONTRACTOR 5HALL BE IqELD RESPORSIBLE FOR ANT DAMAGE CAUSED BT MPROPOR"Pkq~.:~S~S. TON'~:'~HA[L MAKE ALL REP/N~.. '" '-'c-z:::.. ..' ..... ' ELE~.~:NOTES~ HITNOUT COST TO TFIE OWNER. ':' ='"~'="' '"'"'~':":>' =':: "¥:::"::':'" '-'-'.'." q- AIL REMOVALS 5UALL BE NEATLT AND SAFELY BONE~ CAUSING NO DAMAGE TC MORKi~g REM,~i:~ii:iii~EBRI~<i~'~UBBIS~'~N~'L NOZ':::~i'z. L ALL ES~TRICAL ~ORK 5NALL BE CONFINED TO T~E 5BALE AND LOCATION ALLOWED FOR IT, AND 5NALL BE IN 5TRIOT CONFORMANCE TO TNE ALLOWED TO ACCUMULATE ANO 5UALL BE PROMPTLY DISBO5BO OF LEGALLY. .=-...v~.. .... - ~="%. ~- '~:;::B::~. ....... NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITT AND NFPA 72 10- MAINTAIN EXISTING UTILITIE5 INDICATED TO REMAIN~ KEEP IN SERVICE AND PROTECT ~i~.~T DAI~'~E DURING.. ~LITI~ OPERATlONS?':':!i:iii!ii:'.~' PROVIDE SEPARATE CIRCUIT5 FOR ALL APPLIANCES, AMPERAGE5 BASED ON MANUFAOTURE5 SPECIFICATIONS. CONTRACTOR 15 TO VERIFY MITN TUE OWNERI IF TUE OWNER MILL BE PURC~ASJNG APPLIANCE5 AND RARING TFIEM INOTALLEB BY OTNER5 PRIOR TO .,, '' NE::..,,. EXCAVATIONS AND SUBSURFACE BOIL CONDITIONS '"7 I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AR~5 OF '~NE 51TE AND DAVE FOR REDISTRIBUTION. TNE CON.?~GTOR 5WALL 2- PRIOR TO EXCAVATI~ T~E C~TRACTOR 5~ALL VE~IF~'~F~ OF ALL BELO~ GRADE UTILIT[~.~:~..AND 5E~E LINES, 4- ALL F~TING5 5~ALL ~EA~ ON VIRGIN ~ ~AV~'::~ MINIMUM BEARI~ CAPAGf~.:~F T~.~.~=..7ON5 PE~...~DARE F~T. CONTRACTOR TO VERIF~ A55OMED BO L-BEAR ~ CAPAC T~ A~.SNAL[~:~ME FULL RESP~51BILIT~::~...~k~E'~:::?~AC~R NO NOTIFY T~E ARCHITECT OF ANT BOIL VARIATION OR COMp ~F~VERBELT AFFI~,ABOUMED.BE~.~,~AP~:...~RIOR~'~::~ME POURING OF ANT F~TINGS. 5- IN THE EVENT THAT THE..~ACf~ D ~OVER5 OL~i' SILT, .~:.~?ER'~{::..TME ~¢TOR 5HALL C~RDINATE A TEST BORING IN ACCORDANCE ~IT~ TNE.g~N'E~"~].~T~{6~REEM~NT TO V~I~:~ PRESD~ MIN~"~RING CAPACITY. ~ ALL EXTERIOR F~.5~AU~::~: A M~>.OF 3LO" BELOW GR~:~LE55 '~ED ~ERNISE IN PLANS. I- PERFORU. REouf~::./~L'¥J~RAI'I~N5 l~'::'~'~lST NG.'B~CRETE NEH HORK IN~::~LED ADJACENT TO AND CONNECTING NITN PRESENT MONK PERMITS, INSPECTION5 AND APPROVALS 5FIALL fT~,~:~:EXISI'~]?i:....JOINTS!::~BTNEEN N~N AND:~EXISTING WORK 5WALL ~ TROWELED 5M~T~ ANO EVEN. PROVIDE EXPANSION JOINT5 I- UNLE55 OT~ERNI5E AGREED UP~ BETHEEN THE ARCHITECT AND THE OWNER, T~E OHNER 5WALL PAT FOR ANO THE CONTRACTOR 5MAI L A~':~gUIR¢~( '~E:-:;'::-A .z~~:' .:.:L.. OBTAIN A BUILD~NG PERMIT FROM THE VILLAGE~ TOWNSHIP ON GOVERNING MUNICIPALI~ PRIOR TO STARTING ANT HONK ~J'~tNGS.~T DIFFE~::tEVEL5 5~P BO T~AT T~E CLEAR DISTANCE BETWEEN ADJACENT BOTTOM E~E5 5WALL NOT APPROVAL5 ETC FON - EXC~;~.:..SLOPE OF OND'gERTICAL TO TWO ~0~ OR DEPENDENT U~N L~AL G~ERNING COBES~ H~IONEVER 15 PREVALENT. 2- THE C~TRACTOR 5~ALL OBTAIN ALL REgUIRED APPR~ALS~ PERMIT5~ BERTIFICATE5 OF ~CUPANCT~ INSPECTI~ ~ ':. '"'"']:~:':'~:~.CON~FOUNDATION5 5~ALL BE BOUREB CON~LT. IF POUR 15 INTERRUPTED A VERTICAL KET 5WALL BE PROVIDED. ~ORK PERFORMED FROM AGENCIES ~AVING JURISDICTION THEREOF ~. '"<~IBONTA~.::~NT5 ARE NOS:::BERMITTED E T~E C~TRACTOR 5~ALL NAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT~ H~O 5~ALL FOLL~ ~ITNOOT BELAY ALL :.:::.::.= -..~. ............ F". ' INSTRUCT ON5 OF TNE ONNOR OR NIS/"ER A55,STANT5 IN TNE PROSECUTION AND C~PLETION BE T"E WORK INJ~FDI~ NIT" TH ~'::~':~'~',::, CON PACT AND ~ALL WAVE FULL AUTHOR TT TO BOPPLT LAiR AND MATERIAL5 IMMED ATELT THE CONTRA T R L A~HAVB ~=' '":~':'. - .' .......... T ~ ' ---- ~"~ ...... ":'"~<:~"' 5 ~' CONORE~ ~K FOOND~TIO~'~:~LL BE ACCEPTED IN LIEU OF POURED CONCRETE ~ERE PERMITTED BT L~AL CODE5 BUT NOT LATER THAN 24 NQURS. ' ....... 4- THE CONTRACTOR 5~ALL, AT ALL TIMES, PROVIDE ~NSTANT AND PAST ACCE55 AND 5AFC PROPER FAC~U~J~. FO~C~::~N~'~-.-..-.- WALL5 ~:~- FOR..~D COMPETE NALLS. T~ERE 5PALL BE A MINIMUM OF TWO ~LT5 PER 5ILL, MAX ~E F~T FROM CORNOR5 AND ¢ FROM E~::~D ~::':ANO.'~ACED T~EREAFTER A, MAX ~J-O" O.C. FOR 5INGLE 5TONY STRUCTURE5 AND 3'-0" OC. FOR TWO 5TORT OF ALL PART5 OF THE WORK. .:.. "<:~.'.':~'~.::.. :"?:'?' GREATER T~A~SN~L BE CONSrBERED THREE STORIES. ':¥-:::N::. 7- FOR BEARD O~:~ADE AND L~ATION5 ~ERE T~E IEXTERIOR MALL PLATE BEAR5 DIREOTLT ON TBE FOUNDATION NALL~ ANG~OR BOLT5 PAYMENT5 TO T~E C~TRACT~ '~'='-.'. ....... ....... .. "'.¥<.4. 5~ALL BE 5/6" DIA MIT~ MINIMUM EMBEDMENT OF 16" THERE 5~ALL BE A MINIMOM OF T~O ~OLT5 PER 5ILL, M~. ONE F~T FROM 5~ BEFORE ANT pAYMENT NILL BE MADE BT T~E O~NER~ T~E CONTRACTOR 5~ALL CELIVER TO TNE O~NER AN~:.~I~R ON R~&SES'OF CORNER5 AND ¢ FROM END C~DITIONS~ AND 5PACED T~EREAFTER A MAX. ~" ANT LIEN5 ARISING OUT OF ~15 CONTRACT FOR HONK COMPLETED A5 OF T~E DATE OF T~E REOUEST FOR PATME~'~ ""'~:~.~"J]::,. 'v"~::B?~:~:~- PROVIDE CONTINUOUS METAL TERMITE 5~IELD NIT~ ALL JOINT5 SEALED ALON~ PERIMETER ~LL5 AND 5NIELBED TERMITE COLLAR5 AT 6- T~E CONTRACTOR 5~ALL ALBO FURNIS~ EVIDENCE 5ATISFACTOR~ TO T~E O~NOR THAT ALL PATROLLS, BILL5 FOR. ~, MA'~.LO ":.::~:~.'~MBING PIPE5 IN CRANL 5PAC~5 UNLE55 OTHER~IBE NOTED. AND EQUIPMENT~ AND OT~ER INOEBTEONE55 CONNECTED ~ T~ N 5 NONK FOR N~ION T~E OWNER OR ~15 PROPERT~.~.IG~T ?".ANT ~]~. ~- MINIMUM C~PRE551VE 5TRENGT~ OF CONCRETE AT 26 DAY5 TO ~E A5 FOLLOWS: RESBONSIBLE, ~AVE BEEN PAID ~ OT~ERNISE SATISFIED. '/':<':::::'v ~:~:.. ~ B) 5LAB ON GROUND. F'C = 2,500 P.SN. CONCRETE IN~R~CE AND WARRANTIES : I- RAC~ CONTRACTOR AND 5UB-OONTRACTOR 5~ALL SUBMIT PROOF OF INSURANCE NIT~ A COMPAN~ ~D ~ T~E ~ OF~.~ YORK C) 5ORERSTRUCTUBE~ 5LAD ?C ~ 3,~0 P.5 I. CONCRETE. RAVING C~ERAGE EON T~E TYPE5 OF WORK SPECIFIED ~ T~ N T~ 5 B P PACKAGE N T~E AMOU~ AND]~?D5 5ATISF~RT TO T~E lO- ANTI-N~DBO 5~ALL BE ADDED IF POOR~NO TAKE5 p~CE AT ~2 DEGREE5 F OR LES5. OWNER T~E PR~F OF NSURANCE ONALL BE A5 FOLLY5. COMMERCIAL GENERAL L AB LIT~ CON~RAC~::.'~R~NAL INTORT~ II- CONCRETE, ~ORK INCLUDED: AUTOMOBILE LIABILITT~ MEDICAL PATHENT5 AND UMBRELLA LIABILITY. FAILURE TO 5~I~'"~RTIFi~ATE ~:'~&NCE MAT CAUSE ~OUR A) ALL F~TINGS, FOUNDATIONS, STEPS, PLATFORMS, ETC.~ AS PER D~NINGS. BID TO BE DI~UALIFIED. ~(. B) ALL CONCRETE 5LADD. 2- O~STOR BAT DRAFTING AND T~E O~NER 5~ALL BE AMONG T~E NAMED INSURED. ':~']~:~FICATEBZ~ALL BE PROVIDED TO ALL C~ ALL OTHER WORK A5 REQUIRED B~ DRAWINGS. PARTIES PRIOR TO T~E COMMENCEMENT OF ANT ~ORK ..='~: ",z::-:~-:-:.:...=" -.:::: D) BET ANONOR ~LTS. ~- THE CONTRACTOR, IT'5 ABENTS, SERVANT5 AND EMPLOTEE5 5~AL~:~NBEMNI? AND BO~p ~ARMLE55 T~E O~NER AND T~E ARCHITECT AND T~E~R AGENT5 AND EMPLOTEE5 FROM AND AGAINOT ALL CLA]~::~ LOSBE5 A~::~X~ENBE5 INCLUDING ATTORNET'5 FEES 12~ DAMP PR~FING ~ORK INCLUBE~ A~ ALL SURFACE5 TO BE DAMP PR~FE~ ~ALL BE DPT, CLEAN AND 5M~T~, FREE OF DUST~ D~RT~ ARISING DOT OF RESULTING FROM THE PERFORMANCE OF THE WORK. '-'~:~;:'.::??~:]:~'.., VOID5 AND CRACK5 AND 5~ARED PROJECTIONS. 4- IN ANT AND ALL CLAIM5 AGAINST T~E ONNOR ON THE AR~TECT ON AN~'~:::~EIR AGENT5 OR EMPLOYEE5 BT ANT EMPLOTEE OF TNE CONTRACTOR, OR 5UB-OONT~CTOR~ ANTIC D RECTLT/~'"~ZLT EMPLO~NT OF T~EM OR ANYONE FOR WHOSE ACT5 ANT OF B~ ALLO~ 24 ~OUR5 PRIOR TO BACKFILLIN~ T~EM MAT BE L~ABLE, THE INBEMN[FICATION OBLIGATI~..UNBER'"~:.PARAGRAP~~NALL NOT BE LIMIT IN ANT ~AT BT ANT LIMITATION ON C~ APPLY MASTIC EMULSION ONLY ~NEN TEMPERATURE 15 ~0 BEGREE5 F AND RISING AND T~E AMOUNT OR TTPE OF DAMAGES, COMPENSATION ~.NEFIT~'"~A~LE BT OR FOR T~E CONT~CTOR ON 5UB-OONTRACTON UNDER IN DRY MEATIER. NORKER~5 COMPENSATI~ ACTS~ DISABIL TT BENEF T A~:"~ ANT ~NER EMPLOTEE BENEFIT ACTS. D) APPLY CELOTEX T~ONEL MASTIC OR APPROVED EQUAL ON ALL F~NDATION ~LL5 BELO~ ~.~.:::)::.::.~.. GRADE AT BASEMENT AND ORANL 5PACES~ MASTIC 5WALL BE APPLIED AT T~E RATE OF I/6" T~ION NET SUBMITTING A BID ON THE PROJECT. 4. CONTRACTOR SFIALL INSTALL~ A5 PER ONNER5 CIRECTION~ ANT AND ALL INTEROOM~ AEARM~ TNERMOSTAT~ TELEPHONE ANC/OR TV ANTENNA HIRrNG IN MALL5 PRIOR TO 5qEETROCKING ALL WIRING SNALL BE BOARD OF FIRE UNDERNRITERS APPROVED AND INCLUDE TFIE FOCLONING~ A) ALL ~IRING FOR NEW 5MITONES~ OUTLETS~ FIXTURES~ RE-CIRCUITING NECESBARY TO ALLOW FOR ALL NEW MORK~ ALL REWIRING OF EXIBTING EIXTURE5 AND LABELING OF CIRCUIT BREAKER5 TO INDICATE CIRQUIT USE B) FURNISN NEBU CERTIFICATE AT O~'IPLETION OF WORK. 5. FORNIS~ ANO INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICE IN COMPLIANCE MITFI SEC. 317 OF N.T.5. RESIDENTIAL BUILDING CODE AND 5FIALL BE LOCATED OUTSIDE EACN SEPARATE SLEEPING AREA, IN EACU 5LEEPING AREA AND ON EACFI FLQUR LEVEL ~. CONTRACTOR 5~ALL VERIFY MITN TUE ONNER~ LOCATION AND OUANTITT OF LIGHTING FIXTURES~ 5MITCFIES~ OUTLETS~ ETC. PRIOR TO PROVIDliNG BIO ON PROJECT. 7 PROVIDE A MINIMUM OF ONE OUTLET IN A RALLMAT TUAT EXCEED5 qL¢ IN LENGTH. I~ PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF ~LO" FROM TNG ENTRANCE TO TNAT ROOM q. PROVICE A MINIMUM DF ONE GFCI OUTLET NITNIN ~LO" OF ANY SINN AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTFIERNISE 5PECIBED lO. CONTRACTOR MUST VERIFT MrTU UI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR TEllS PROJECT PRIOR TO SUBMITTING A BID. II CONTRACTOR TO VERIFY LOCATION5 OF MA5TS, METERS, 5UB-PANGLS, ETC. EOR RELOCATION A5 REQUIRED FOR TNE PROJECT CONTRACTOR MUST ALBO NOTIFY THE ARCNITECT OF LOCATIOR5 IF NOT 5NOMN ON FLANS, PRIOR TO COMMENCEMENT OF WORK ¢ BIDDING. (REV ~l/O~) FIREPLACE NOTES~ I FIREPLACE CONSTRUCTION 5NALL COMPLT NIT~ SECTION 7&BBB OF N.T STATE EOCC~ NiTN A MAXIMUM OE 20 CFM AIR iNFiLTRATION LO55E5 INITN DAMPER IN CLO5ED POSITION 2. FIREPLACE UNIT 5FIALL BE PROVIDED NITN 150 CFM OUT51BE AIR INTAKE DUCT ~RAMPEREO~. 3. FIREPLACE TO BE "SUPERIOR' MODEL MITFI OPTIONAL GLA55 DOOR A55EMBEX AND OUT51DE COMBUSTION KIT INCLUDEC. 4 FIREPLACE 5CALL BE INSTALLED A5 PER MANUFACTURERS WRITTEN SPECIFICATIONS. 5. PROVIDE METAL WALL 5FIIELD5 ON BOTH 51DE5 OF FIREPLACE OPENING (SUPERIOR NS~O OR EQUAL). 6 CUIMNET UUTLET5 5EALL NOT BE LONER TNAN TFIE TOP OF ANT MINBOM MITFIIN 15LO" OR LES5 TIqAN 2'-0" ABOVE ANT COMBU5TIULE PART OR TNE ROOF WITHIN IOLOu (REV ~/03) PLUMBING NOTES~ I ALL PLUMBING WORK 5UALL BE IN 5TRIOT CONFORMANCE MITU ALL STATE AND LOCAL CODES. 2 UOT MATER HEATER 5NALL NAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREE5 F ~ PROVIDE NOT AND COLD MATER SUPPLY LINE5 TO A NEW REFRIGERATOR A5 REOOIRED BY MANUEACTURE5 SPECIFICATIONS. N PROVIDE IN5ULATIOR ON ALL NEW PIPING A5 REgiJIRED BT CODE 5 REMOVE AND RELOCATE ALL EXISTING PIPING A5 REQUIRED TO A55URE TNE PROPER EXECUTION OE TUE WORK. ~ BELOW GROUND NASTE LINE~ SHALL BE XJACI PIPING. ?. POTABLE LINES 5UALL BE TYPE "L" COPPER. § THE PLUMBING CONTRACTOR 5PALL PERFORM ALL REQUIRED GA5 OR OIL PIPING AND VERIFY ANY 5ITC CONDITION5 ~ REQUIREMENT5 PERTAINIING TO TNERETO IIE. RELOCATION~ UFGRAOING~ ETC)-PRIOR TO BIDDING AND COMMENCEMENT OE ANY ~ORK q. SANITARY DI5POSAL 5TSTEM 5~ALL BE COUNTY DEPARTMENT OE NEALTH SERVICE5 APPROVED EOR DE51GN AND INSTALLATI~. TNB ONNER5 '5ORVETOR 5IqALL BE RESPONSIBLE FOR DEE[ON LOCATIONS OF TUE EACILITIE5 A5 NELL A5 OBTAINING ALL PERMITS OR APPROVAL5 I0 CONTRACTOR 5UALL PROVIDE NOT WATER BASEBOARD NEAT TOROLJGUOUT AT PERIMETER KALL~ UNLE55 OTNERNISE NOTED. II. MATER MAIN MUST BE 7LO" AWAY ERC~I TNE SANITARY DISPOSAL 5Y~LTE¥~ A~LO" DEEPI2 IN BEARING INALLS OR PARTITION% NO STUD I~ TO BE CUT MORE THAN I/5 IT'S DEPTN TO RECEIVE PIPING~ DUCT OR ELECTRICAL WORK FRAME PROPOSED 1ST FLO~ ADDTION AND BILCO DOORS TO CEULAR 50,17' EXIST. I STORY FRAME 2 CAR GARAGE STORT BILCO DOORS EXI5T. ATTACNED I CAR GARAGE EXIST. 2 5TORT FRAME HONSE/ GARAGE If~,lO' HOOD DECK VINYL FENCE qlo NBOD DECK UNPAVED DRIVENAT HEDGE FIRST STREET 1175 FIRST STREET PLAN IS IS AN ARCNITECTURAL 51TE PLAN BASED ON INFONMATioN BROWN ON A SURVEY PERFORMED SCALE:I" = 20~ ZONING CALCULATIONS A-I SECTION: BLOCK: LOT: / CALCULATION5 / REOUIRED EXJgTING PROPO,SED LOT AREA ,/('LA) SEE PLOT PLAN - 5 BUILDING AREA: .,' PRINCIPAL BuI ING BEE PLOyPLAN AccEBBO ? ulLDINGB BEE/PpT PLAN - BF TOTAL BI]ILDING AREA (BA) / - 5F 2~2.q~ - % OF,[OT(DNELLiNGCOVERAGEoNLT) / 2~A/ LA x /100'0'0// 7.5 ~// IE27 OF LOT COVERAGE // BA / LA ?100 15 / % IF~,O(~ -..$,' 16,52 - % ~ALL AREA5 *) FRONT TARO ~ETBACK SEE PLOT PLAN 6OFT MIN (*~ 4..40 - Fl A.40 - F1 ~EAR TARO SETBACK SEE PLOT PLAN 4OFT MIN (~'~4070 - Fl 4070 - F1 BIBE TARO SETBACK: SEE PLOT PLAN 4OFT MIN. 51DE TARO5 FT 12.00~ q000 K~ 12.001 qO00 F1 AGGREGATE SEE PLOT PLAN - FT 102.00 Fl 102.00 F1 BUILDING WEIGHT TO TOP SEE ELEVATION5 - FT 20.63 - F1 20 63 ~ F1 OF ROOF (*)- INCLUDE5 PATIO5, POOL DOE5 NOT INCLUDE DRIVENAT .,,,,,,,~'~'~'~ Ill, ,lilliPUT TITL~ PROPO~EB 15TFLOOR APPITION 1~ [ l lff;f A%//1/11 2 ilq5 FIRST 5% NEHSUFFOLK, NY 115q6 JOB NO~ 0~050 NOTE: BILCO DOOR NAVE GASKETEO FRAMEINORK/DOOR5 CONTRACTOR TO ]1 COORDINATE P LE/I REOU,RmE,TS Jl NEH 6"Lh PC FOUNDATION ADJACENT GRADE) H/ MIN) TO DEAR ON UNDIB' (3)2X4 PACKED STUD5 F ABV DN TO 4X4 ACO POST TO BEAR POMN DIA. PC PIER N/ [(~" BA &" FLARRED BOTTOM; MIN, DEPTH BELOFI ADJ. GRADE (3000 pi CONNECTION5 AD NOTED ON DECK CRD55 SECTION 5/6 ¢ ATR BOLT HIN EMDEDMENT 5ET IN ACRYLIC TIE 5LEEVE~ MAX O.C LINE OF ADDITION ABOVE PROVIDE VENTED VINYL OOFFIT F R-BO BATT INBOLA TJON 3 I/2~ 5TL LALL¥ COLUMN FI/D" 56) CAP PLATE DN TO FDN FROM A~VE EXIST CtIIMNET FND. DEAR NEN FI5 ONTO EXI5T TOP PLATES' IF NOT POBOIDLE~ PROVIDE 20 GA. 5IMPBON JOIST NANGER5 ~ 2-2Xb DF42 LEDGER Z2" LAG BOLTED 5TAG (3) ~5 REDARD, 5ET IN ACRTLK TIE ANONORING ADHESIVE MINIMUM ~" EMBEDMENT (TTP) EXIBT SLAB ON GRADE EXIDT 4" TN. PC BLAB :ONTRACTOR TO CPORD :OUNDATION DIMENBION5 NOTE: PROVIDE EXTERIOR OUTSNING BILCO .I/ BILCO ODOR5 STORM DOOR/CELLAR 5TAIRNELL 51AELTER A55EHBLT; CONTRACTOR TO COORDINATE SEE SECTION IIAll OF ~ ~,, \ N/ONNER; TYPE i; FINISH TBS BT ONNER; UNDERPINNING ~ ~ DETAIL ~ '~ AFFIX TO PC CELLAR 5TAIRNELL5 A5 PER MALL ~M 3(~" DELO ~J,, ~, MANUFACTURERI5 INSTRUCTION5 I¢ P, Fl( 3000 PS ~ 5'-0' ~ .I~ q ~ I ~ ~'~ ' (3) ~5 REBARS, 5ET N JRBE~50 TTP ~ i'~. ', ~ ~ACR%IC fie E VA OR J '-3' J ' MINIMUM 6" EMBEDMENT 5LAB ON GRADE NMPE[ IN i NT NANDRAIL/ EXIST 4" TN PC I I/2 5ILL MAX ,(~;~ Mi ~ - ~2 EXIST,FND TO REMAIN , = , I / EXT PO CRANL SPACE COLUm ~/8,' BO NEN (I) 18"X24~ ACCE55 ' / -/' ~L~k-- I[~ I CAPPLATEDNTO / "I :Jl I FBNFROMAB E PANNELC2-2X&MDR) ~ /' IFXJST.FNDTO ~1~ '~ EXIST.FND TO REMAIN · / / / 'FU N UNDERPINNrNG UP ~ ¢ ",'0~ 'O0,'~xEXIST.'O,' ', ELLAR ~ EXIST. 2" T,, PC ~REED COAT ~ ~2'-o' EQUIPT,) IF NONE EXISTS, EXIST FNDTO ~EHAJN I ID-2' J CRANL 5PACE LOu NEW BEARING NALL, GFIB ON EACH BIDE PROVIDE 50LID FULL-NIDTI~ BLOCKING UNDER ALL NED BEARING PARTITroN5 NEVI FIRE-RATED HALL: ON EACN 51DE (ONE-HOUR FIRE RATING) FOUNDATION PLAN NALL LEGEND (USE ONLY NALL5 TNAT ARE APPLICABLE TO PROJECT) EXISTING NALL5 TO REMAIN EXISTING HALL5 TO BE REMOVED NEVI EXTERIOR HALL, EXTERIOR FINISN A5 PER ELEVATrON ON TYVEK BLDG, PAPER~ ~ OR IBLB DUfLD PAPER OR EOUAL~ ON I/2II PLTND. 5NEATNING~ ON 5TUB5 6 16'~ PO N/ RH5 BATT INSULATION NITN VAPOR BARRIER AND I/2Ir GNB ON INTERIOR 5IDE OR FID STUD5 6 I~'~ OC FIITN R-Iq DATT IN5ULATION) NED INTERIOR PARTITION$~ NITN i/2" GNB ON EACH BIDE NED FOUNDATION HALL= NED &"Eh PC FOUNDATION HALL TO · ,,...~,...,,i~ =~.· BEAR ON IFC×O" PC FOOTING BITUMINOUS HATERPROOF COATING ~4 DRCK LEDGE EXTERIOR 51DE AND CONCRETE PARGE IF NECESSARY COAT ON VISIBLE PORTION OF FOUNDATION MALL 5GALE:I/4" = I'-0" LEGEND ~C CARBON MONOXIDE C.T COLLAR TIE5 MD DETECTOR R.R. ROOF RAFTER i~ C J CEILING JOIST D SMOKE DETECTOR O.C. ON CENTER ALUM. ALUMINUM FTG. FOOTING OM DISNNASNER P.C. POURED CONCRETE EXIST. EXISTING GALT. GALVANIZED FF FINISHED FLOOR BM BEAM FNDN. FOUNDATION DN BONN FHD FRENCN NOOD DOOR DBL, DOUBLE GNB GYPSUM FIALL BOARD FRMG. FRAMING NDE NEADER T.V. TRUE VALLEY INSUL. INSULATION V,L VALLEY LEDGER M.C. MEDICINE CABINET PLYFID PLYFIPOD M 5 MARBLE 5ADDLE ML MICROLAM Lh TNION 5TL STEEL OUTLrNE OF RPOF ABOVE BILBO DOOR5 (SEE FOUNDATION PLAN NOTES) BILBO DOOR5 (BEE FOUNDATION PLAN NOTES) ~4X4 FIBOD PO5T FROM ON TO FND EXIST STORAGE 5 IED EXID% CAE GARAGE ALIGN NEN ~ EXIST. FrN. CE LNG ~ FLOOR AREA5 II) 2XIO RR LEDGER LAG BOLTED @16" OC 5TAGFRR~5 TECO'D EXIST. CHIMNEY (2)2X6 3 I/2"STL LALLY COLUMN FI/6' 50 CAP PLATE DN TO FDN LINE5 A5 7' 5TL FLITCH; FLBON' ~ 51MP5ON 5TRONGTIE 2-2X TOP FLANGE JOIST MANGER EXIST, LAUNDRY 02" 5TL LALLY 6~' 5~ CAP PLATE DNTO __ FDN EXI5T. DEN EXpANDEp LIVING ROOM EXJBT, ROOFED-OVER ENTRY/STOOP EXIST DINING ROOM EXI5T i! EXIST, DECK ON GRAD[ KITCI-JEN FIRST FLOOR PLAN SCALE:I/4" = ILO'' I- ALL NINDOFI5 TO BE ANDERSEN OR APPROVED EOUAL, MINIMUM DP RATING5 A5 PER DESIGN CRITERIA TABLE LOCATED ON DESIGN BTANDARD5 5NEET. (~- ALL NINDON5 AND DPOR5 DNALL EITHER HAVE MANUALLY REMOVABLE 5TORN PANEL5 IN COMPLIANCE HITN ASTM E IqCl(~ ~ I~(~ AB MANDATED BT TNE MEN TONK DTATE REDIDENTIAL BUILDING CODE FOR IMPACT REDIBTANCE IN IIOMPN MIND ZONES~ CONTRACTOR TO PROVIDE NECEBOAR¥ OOOOMENTATION ON COMPLIANCE BUILDING DEPARTMENT, FOR GARAGE POORD PROVIDE ACCORDIDN BOORD HITN TRACKD INLAYED 2- ALL EXTERIOR MALL5 ARE CONSTRUCTED AS TYPE I 5NEAR MALL5 012" PLTND 5NEATNING~ N/BO TO THE COMMON NAIL5 66~roc EDGE AND 12"ac FIELD A5 SPECIFIED IN SECTION 3.4 4 2. IN THE AMERICAN FOREST AND FLUON INTO CONCRETE DRIVENAT OR- I/2"th PLYHOOD STRUCTURAL PANELS~ 5MALL DE PROVIDED FOR EACH PAPER ASPOCIATION MOOD FRAME CONSTRUCTION MANUAL~ TNEREFORE ALL CONTINUOU5 EXTERIOR MALL5 5BALL BE CONDIDERED ONEARHALL5 AND ARE IN EXCEBB OF TNAT REQUIRED BY THE CODE. ALL REQUIRED NIINBON AND DOOR OPENING NOT EXCEEDING 6LO" (IN THE LONGEST DIRECTION) TNE PLTNPOD 5~ALL EXTEND A MIN OF FR' BEYOND THE ROUGH OPENING 51ZE5 OF TNE NINDON5 IN EACH DIRECTION AND 5MALL BE LABELED 5NEARFIALL SEGMENT5 ONALL BE A MINIMUM OF 2R," HIDE FOR 6LO'' NIGH NALLS~ 3¢ FOR q'-o" NIGN~ 35" FOR NIITN TOE CORRESPONDING NINPON LOCATION, IOLO~ NIGNt AND 36" FOR IILO'' NIGH E)CIERIOR HALL5 A5 PER TNE REOUIRED ASPECT RATION OF 5NEARHALL SEGMENTS. ACCEBDIDLE LOCATION~ AND DNALL BE ACCOMPANIED BT ENOUGH 2-1/2" ~t5 FlOOD 5OREFI5 TO FASTEN EACH PANEL~ 5CREFI5 TO BE A MAXIMUM OF 12"~ AROUND PERIPNERT OF PANEL5 3- ALL UPLIFT CONNECTOR5 AND NAILING 5MALL BE IN ACCORDANCE Fifth BNEET N-21 ALL LOAD PATN5 NALLB~ VIBRATION-RESISTANT ANCHOR5 5MALL DE USED~MIN 4qOIbs FIITNDRANAL CAPACITY) SHALL BE AT EVERY EXTERIOR HALL STUD PROM FOUNDATION TO RrDGE AFOREMENTIONED HURRICANE PROTECTION SMALL BE TNE 50LC RESPON51BILITY OF THE NOME ONNER TO 4- ALL NED FIREPLACEB¢ UNLE55 OTNERNISE NOTED~ 5NALL BE CONSTRUCTED IN FIELP A5 PER CHAPTER lO INSTALL~ A5 5PECIFIED~ IN TNE ~/ENT OF HIGN HIND5 OF THE RONY5 ALL NEFI FIREPLACE5 ARE TO BE PROVIDED NITN ASN DUMP5 AND FRESN AIR INTAKE5 7- ALL RAILING5 AND GUARP RArL5 5NALL BE DETHEEN 5~~' AND 36" IN NEIGNT~ ALL NANDRAIL5 5NALL BE IN ACOORDANCE NITN R3152, AND NO OPENING5 5NALL BE PRESENT IN 5AID GUARD5 THAT ALLOFI THE PASSAGE 5- ALL 5KTLIGNT5 TO DE CONSTRUCTED NITN LAMINATED GLA55~ NO RETAINING SCREEN REQUIRED~ PROVIDE OF A 4" OIAMETER 5PNERE~ UNLE55 IT 15 TNE TRIANGULAR OPENING FORMED DT THE RISER TREAD AND (3) I"¢ VENT MOLE5 AROUND 5KTLIGNT PO)TTOM RAIL - HNERE A 5PNERE (~" IN DIAMETER MAT NOT PA55 TNROUGN THE PLTFIPOD 5MALL BE 5TACKED TOGETHER IN AN FINEN FABTENING TO MABONRT ALL OF TNE I ~EVlSION5 TO P~LIMINAF~'f PRA~INCm5, ~VISION5 TO FINAL D~AHINO5: ~ ~-~ I, -- I PROPOSED leTFLOOR ADDITION 8 03.10.08 A5 PER BULB DEPT. COMMENTS JPB (51¢) q22-5~q~ (FAX) ~22-82~5 , JPB JOe NO, 08050 EXIST. ONIMRE¥ -- EXIST ROOF EXIST EXIST MASTER BEDROOM BEDROOM EXIST. 2X6 RR -- ~ EXIST. 2XB RR ~ MASTE2 CL ~ £ EXIST. EXIST = = /IX ~. EXIST. 2xlO RIDGE ~ ~ ..... ~ EXIST. 2XE RR - i EXIST. 2XE RR , ~ , / ~ EXrST 2X6 RR , I EXIST 2X6 RR -- ~ lB~1 ~ ~ ,r ~ II ~ EXIST ~ EX~T. ~ BALCONY EXIST EXIST.2XlO RIDGE 16~ o,g, ~/INSULATION~ EXIST. EXIST. EXIST. 5NEATNING, (2) LATER5 OF IS~ ROOF FELT, ASPRALT SNINGLE5 AS PER ONNER R-30 IN5ULATION I/2" GNB VAPOR 2x4 5TUD~ 16" o.% R-IS GATT INSULATION~ I/2" I r CONT. FLASNIN~ __EXi~ST..% CONY STEPPED FLASHING EXIST BEDROOM 2XlO RR LEDGER EXIST. ~xl~F.,~¢ I~" o.c. NZqN~LATli~ I§X4B STEEL BEAM~ FJ'5 TECO'D (SEE DETAIL) I/2" GYP. BO. W/ VAPOR BARRIER R-3O BATT NEN ~/4* PLYND SUB-FLOOR EXIST LIVING ROOM INFLATION EXIST. 2xBF,J. 0 ) 2XIO FLU~ NOR. NEW CELLAR DOOR NEoN CELLAR -BEAR NEN FJI5 ONTO EXIST TOP PLATES: IF NOT POSSIBLE~ PROVIDE 20 GA, 51Mr'SON NANGER5 i 2-2X~ DFC2 LEDGER ,~ LAG BOLTED OlO'OC 5TAG. EXIST, CELLAR PROVIDE (I) LATER TYPE IXI ~m TN. FIRE RATED GlIB ON NALL t CEILIN6 (MIN FROfl MEON E~IPT.) IF NONE EXISTSi VlF (~)SECTION "A" SCALE:I/4" = IL0" NOTE: BILCO~R A55EMBLT 5~ALL NAVE GASKETED FRAMENORK/D~R5 CONTRACTOR TO COORD. FOUNDATION DIMENSrON5 W BILCO DOOR5 NEW BLC0 DOOR5 HANDRAIL NEH E"th POURED CONCRETE r21'×20'' POURED CONCRETE FOOTING TO BEAR ON UNDISTURBED 50IL NEIGNT OF RISERS TO BE DETERMINED IN FrELO GRADE ~5 REBAR5 0 B"~ EA, DIE 3000 PSI P.C COMPACTED FILL FIRST FLOOR PLAN 5CALE::I/4": ILO'' SECTION DETAIL "B-B" SCALE: N.T.5. I ~-,EVISION5 TO, PF~ELIMINA~'T' I2~-.Al~IIN¢5, ~.E¥1510N5 TO FINAL DRAAIN¢5:/~~ -- -- ,,.,~ ~ lit I PROPOSED 15TFLOOR APDITrON ~ r 03,10.08AS PER BULD. DEFT, COMMENTSJPBr~-~'-~-~~'- Ill //~Y KATSOULA5 III I(H I 3 11~5 FIRST 5% NEHSUFFOLK, NY 115q6 ~ 4 'r~, llll~',~ ~]'))IOYSTER BAY DRAFTING ~ III~ I (510)~22-Sq%& (FAX) *22-02,5 Joe' No. 0¢050JP8 REFERENCE STANDARDS DESIGN CRITERIA FRAHING NOTES I- A5 5PECIFIED MITfllN TNE5E DOCUMENTS~ ALL EXTERIOR NALL5 NILL BE CONSTRUCTED (2) 2XI0 FOR 5PAN5 UP TO GI-O"~ AND (2) 2XI2 FOR 5PAN5 UP TO 6LOII HEADER5 ALL INFORMATION AND SPECIFICATION5 BHOMN NITHIN THESE ®CUMENTB REFLECT5 NORMAL TNE FOLLONING 5PECIFICATION5 ARE TNE STANDARD VALUE5 OF TNI5 OFFICE~ EACN OF TNESE VALUE5 MEET5 OR EXCEED5 THE REOUIREMENT5 OF THE NY5 RESIDENTIAL BUILDING CODE~ PRESCRIBED FOR THE PROJECT NEREIN AB TYPE [ 5NEAR MALL5 A DEFINED BT THE AMERICAN FOREST AND PAPER ASBOC. MOOD OVER 8LO" IN LENGTN A5 NELL A5 ANT HEADER5 NITH BEAM5~ GIRDERS~ OR POST5 BUILDING PRACTICE5 AND REFERENCEB THE FOLLOMING PUBLICATION5 LOCATION NIi, ITER DESIGN 51IMilER DE51GfCOINClDEi~T HEATING !ONI NFl'ID SPEED SEISMIC 6ROtIND FRO51NF. ATIIERIN6 TERIIlTE DECAY EXI:'OS~RE UPLIft LOAD5 NII~[8OP. NE FLOOD B~2R ADD NINBU!N LOAD5 AS PER T~LE P301.2(21 l (3} FRAME CONSTRUCTION MANUAL SECTION ].4 4.2. BEARING ON THEM, 5HALL BE BROUGHT TO TNE ATTENTION OF THE ARCNITECT TO · BUILDING CODE OF NE!N YORK 5TATE 2002ed DRY BU~ TEMF DRY BULB TEllf NET BULB TEMF DEG. DAYS , ~COND GUST FASTEST MILl}ESIr~N CAT. ~ LOAD LIi, IE DAMAGE DAfIAGE DN'I~E (ATEGORY )EBRIS ZONIZONE D~i~I~S NINBU!4 IMPACT RESIST,~ICE .SIOI. IGHT IMPACT R~515TANGE 2-ALL LOAD BEARING LUMBER 5NALL BE OF DE51GN TIMBER 5TREBO - FB + 850, DETERMINE THE APPROPRIATE 51ZE AND 5TRBNGTH 5'-0" E:I,GO0, O00 P 51, BOUGLA5 FIR LARCH NO 2 18- STUD5 TO ALIGN MITH ROOF RAFTER5 MHEREVER POSSIBLE. · RESIDENTIAL CODE OF NEB YORK STATE 2002ed NASSAU / SUFFOLK I3' 8q' 73' 4qlO lib [10 mph qO mph :ORE5:~ AND PAPER NO 22 / -]0 3- ALL BHEATNING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYMOOD, TNICKNEBBEB Iq- 2XG COLLAR TIEB TO BE PROVIDED AT EVERY ROOF RAFTER MHEN CEILING JOIST5 DO · FIRE CODE OF NEB YORK STATE 2002ed EASTERN 5UFFOLN Il' 83' 74' 5750 120 mph 100 mph C f5 Ib~/sq~LLo SEVERE 1OPERATE BLIGHT T( B /ARIES SEE AMERICAN NO PROVIDED N/A N/A 4L¢ FO NEAVB MODERATE NOOD FRAME MANUAL OF EXTERIOR SHEATHING TO BE [/2" MIN AND 3/4" MIN FOR SUB-FLOORING, UNLE55 20- PROVIDE (3) I"~ VENT HOLE5 AROUND · AMERICAN FOREST AND PAPER A550CIATION HOOD FRAME CONSTRUCTION ~ 120 MPH MIND ZONE, TNESE LOCATION5 INCLUDE: THE TONN5 OF EAST NAMPTON~ SHELTER 15LAND, ®UTHHAMPTON, 5DUTNNOLD, AND THE VILLAGE5 OF BERING NARBOR, EAST HAMPTON~ GREEN PORT~ NORTH NAVEN~ OUOGUE, 5AG NARBOR~ 50UTHAMPTON~ BOUTHOLD~ NEST HAMPTON BEACH OTNERNISE NOTED. 2- INSTALL 5HIM5 TO PROVIDE ROOF PITCH UNDER 5NEATHING AND PERPENDICULAR TO ,ANUA FOR ONE AND FA..Y g EL. NG m .d NAILING ,- ALL E ER,OR NA,L, NG, ,N EXPOSED ENTER,OR N®D, BHALL BE ALUM,NUM OR T,E R®F JO,BTB TO PROV,BE FOR ROOF VENT,NC ,N FLAT ROOF AREAB · ENERGY CONSERVATION CONSTRUCTION CODE 20020d FRAMING DETAIL FOR tJURRICANE TIES AND SCHEDULE ALL NOBEL N,MBERBBPEC,F,ED NERE,R EFER TOB,MP , BT,ONG T,E PRDDUCTB, DF THE CONNECTIDNB 8HONN RELFECT TYPICAL CONBITIDNB AND ARE ONLY APPLICABLE MNEREVER NECEBEARY GALVANIZEB 22- BEFORE FRAMING BTAIR OPENINGB VERIFY MINIMUM HEAD HEIGHT CLEARANBES OF 8- PROVIDE CROBB-BRIDGING OR BOLID BLOCKING ¢ 8L0" O.C. MAXIMUM FLBORB~ CEILINGB~ 2~- ALL RIBER5 TO BE A MAXIMUM OF 8 I/4" AND ALL TREADS TO BE A MAXIMUM OF q" IN · ALL LOAD PATH5 FROM FOUNDATION TO ROOF ARE CONTINUOU~ AND AT EVERY MALL 5TUB * AND ROOFING. DEPTN MITH A NOSING BETMEEN 3/4" AND I I/4" PROJECTION. RIBERB AND TREADB BHALL G- JOIBTB BUPPORTING PARALLEL PARTITIONB¢ BPACED APART TO PERMIT THE PABBAGE NOT DEVIATE MORE THAN 3/8" THROUGHOUT THE ENTIRE RUN. MINIMUM MIDTH OP BTAIRB OF PIPING OR DUCT MORK, ARE TO BE BLOCKED AT MAXIMUM I¢ INTERVALB ON BEARING TO BE PARTmONB AND 32" INTERVALB ON NON BEARING PARTITIONB. 24- ALL NINDERB AND BPIRAL 5TAIRB TO COMPLY NITH THE NLM YORK BTATE REBIDENTIAL YORK STATE. 25- ALL HANBRAIL5 AND GUARORAIL5 5HALL BE 3G~ HIGN AND MUST BF PROVIDE AROUND 8- PROVIDE DOUBLE JBIST5 OR FULL MIDTH BOLD BLOCKING UNDER ALL P®TS~ ALL 5URFACE5 MHICN ARE 18" OR HIGHER TNAN ADJACENT 5URFACE5~ AND FOR ALL STEP5 PARTITIONS~ AROUNB ALL OPENINGS~ 5KYLIGHTS~ BATHTUB5 AND HEAVY APPLIANCEB OR OF 2 RI5ER5 OR GREATER. FIXTURE5 2G- TERMITE 5NIELD5 AND 5ILL SEALER TO BE PROVIDED FOR ALL HEM FOUNBATION NORK C520 - &-SD ~ ? '~ q- MICROLAM BEAM5, DESIGNATED NITN AN "ML" OR "LVL" NOTATION. 5HALL HAVE A 27- NEM MORK ONALL TIE IN AND LAP INTO EXISTING 50 A5 TO PREVENT LEAKAGE. MINIMUM MIDTN OF I 314" PER MEMBER~ HITN A MINIMUM FLEXURAL 5TRE55 OF 2800 PSI 28- ALL EXTERIOR OPENING5 5HALL BE PROPERLY FLASNED ~ i ~ / @lC"PC AROUND PERIMETER OF BEAM~ PROVIDE MINE 2 CLEARANCE TO EDGEB TRIPLE 30- FLASHING TO BE PROVIDED AT ALL R®F PENETRATIONS¢ PIPES, VENTS~ 5KYLIGHTS~ / ~ ~ ~l / ~.-~ ~'l~ll \ BEAM5 TO BE NAILED TOGETHER FROM BOTH 51DE5 ALL OTHER BEAM5 TO BE TNRU ONIMNET5 AND R®F VENTILATOR5 FLASNING TO BE PROVIDED AT NIPS, RIDGES, IL i BOLTED MITN THE SAME PATTERN VALLEYS~ ONANGE5 OF ROOF 5LOPE~ GABLE END5 AND TOP OF FOUNDATION MALLS. ALL 51MPBON TIE H2 10-5 ] [ ~ .. $.~ IN MHERE JOIST HANGER5 AND OTHER STEEL FRAME CARRIER5 ARE INDICATED, R®F INTERSECTION5 TO NAVE FLASHING TO EXTEND 8'' IN EACH DIRECTION. ALL FLASHING ~ CONTRACTOR TO PROVIDE AND UTILIZE TNE PROPER 5MOOTN 5HANK AND/OR ANNULAR RING TO BE ALUMINUM UNLE55 OTHERHISE NOTED ~ ~ NAILS A5 RECOMMEND BY THE NANGER MANUFACTURER~ TO INSURE THE APPROPRIATE 31- ALL INTERIOR LEADERS ARE TO HAVE I/2" FOAM 50UND INSULATION ~ 5NEAR AND NITHDRAMAL CAPACITY OF TNE FASTENER5 32- INSULATION 5HALL BE FIBERGLAS5 BATT5 ~- FOIL ONE 51DE~ UNLE55 OTNERMISE '-. _~k%- ¢" ~ 12- PROVIDE A MIN OR 2" CLEARANCE AROUND FIRE PLACE5 FOR COMBUSTIBLE FRAMING NOTED~ TNICNNEBB AB 5NONN ON DRANING5. 5TAPLE PAD5 ON FOIL OVER FRAMING I / k ceo lB-5 ]51/4x2 I/2 ~ II / %(2) HDBA - 2GM"~M M/ 5/"¢, i~OT PROVIDE A CONTINUOUS CONNECTION BETNEEN RAFTERS, JACK 5TUB BELOM ~I / %I / FASTENE[ 5 TO BEAM N /MIN 5 I/2" EMBEDMENT 5ET IN I& PROVIDE "CATS" AT ALL EXTERIOR AND BEARING HALL5 AND ALL MALL5 OVER & FEET P® NOT EMCEED,NC ,'-D". NO MALU BTUDB MAY BE LONGER TNAN ,,'-,", ~ \ (J~)- EXTERIOR HOOD POSTCONNECTORS ~5- DOUBLE FULL 5TUB5 TO BE 515TERED TO JACK 5TUB5 AROUND OPENING5 IN EXTERIOR UNCOVERED DECK5 / BALCONIES (,0 LBS PER 5OFT 20 LB5 PER 5~FT \ ~F2p-- '' ¢-~ MALL5 AND SEARING PARTITIONB. ALL NEADER5 UNDER 3LO'' TO HAVE BINGLE JACK CEILING5 N/O ATTIC lO LB5 PER 5OFT 15 LB5 PER 5OFT ONE 5TRAP PER JAON~ ~ ~-~ ~ ~ ¢ . ~ ~ 5TUBS. UNDER q FEET DOUBLE JACK STUDS. q FEET AND OVER TO HAVE TRIPLE JACK CEILING5 NITM ATTIC 35 LB5 PER ~FT 15 LBS PER 5OFT BTUD FOR 3' TO q' ~ ~ Ii I \ ~ ~ ~ ~ ,~ ~. / BTUDS. FLOOR5 40 LB5 PER 58PT 20 LB5 PER 5OFT HEADER5 DBL JACK ~ ~ '~-~[ I IG- ALL INTERIOR ODOR5 TO BE IG/8" HOLLON CORE LUAN VENEERED NITH APPROPRIATE NAILING SCHEDULE  17- ALL HEADER5 NOT BNDNN ON PLANB TO BE A MIN DF (2,) 2X8 FOR BPANB UP TO 3LO"i RAILING5 200 LAT AND VER~ ~ ~_._~ LOCATION NAIL TYPE AND SPACING LOCATION NAIL TTPE AND SPACING R®F RAFTER TO RIB6E 3-lB D JOIST TO 51LL~ TOP PLATE~ OR GIRDER 4-16 D ROOF RAFTER TO RID6E BEAM OR LEDGER (2) 51MPSON HE BTAGGEREO N/5-10Dxl I/2 LED6ER TO BEAM OR STUDB 3-16 D (~)- ROOF RAFTER TO TOP PLATE AND STUD (~)- HEADER UPLIFT CONNECTION (~)(I) MT5 30 (ZMAX) CONT. VERTICAL 5TRAP R¢OF RAFTER TO BIDE OF STUD OR R¢OF RAFTER ([)I/~x31/2NOOUSCNENSPERFOOFOFROOFBPAN JOIBT ON LEDGER TOBEAMOR BTUDB LL~..A/IUIN"~" '"'-'""; FASTENED/ "NRAPPED" /- 3/4" FINIBH FL®R ~ 3/4" SUBFLBOR ODE RAFTER OR CEILING Joist TO T~ PLATE 3-[G D BAND JOIBT TO JOINT 3-1f~ D @UNDEREA STUDAcQ SILL ¢ UP JOIST DEPTH/ .~IBT~ ~LLA, T~E AT ~VER~ ~F ~F~EN ~/0 ~ ¢ EVE~ ~ ~>V4×3 Na~U SCRE,B BAND JO~BT TO TOP PLATE ¢-~G D CEILING JOIST TO ROOF RAFTER M/O Cf e EVERY RR G-I/4x3 MOOD BOREkB BNEATNING / 5UN-FLOORING B D @12"¢c EDGE @12"a: FIELD CEILING JOIST TO CEILING JOIST N/8 CT ¢ EVERY RR f-I/4x3 MOOD 5CREN5 HEADER TO STUDS 4-lC D RIM JOIST Tt4RU TO EXTERIOR FACE OF 5TUB~ TOP PLATE TO TOP PLATE 2-R~ D¢12"oc / ¢oc FOR LAP5 BLOCKING !-I~ D _ PHDB-SD53 - 14-8051/4x3 TO 5TUB5 TOP PLATE TO TOP PLATE @ CORNER54-1G D 5HEETR®K 5 B COOLER5 ¢7"0c EDGE @10" FIELD TOP OR BOTTOM PLATE TO 5TUB 2-1G D ANCHOR BOLT5 (CRAMLSPACE OR BASEMENT) 5/8"¢~72~1EqOR¥) ¢~¢,Nz(2 8TOR'F) ~"od] STORY) ~ II.r~ x 5ET IN ACRLYIC TIE ADHESIVE INTO ~ IN EACH CONNECTION~ ~ BOTTOM PLATE TO JOIST 2-16 D ~NCNOR BOLT5 (SLAB ON GRADE) 5/8'~¢40o~ (IlO M~ ZONGSI 55'~ (12~ MPM ZONES) ~ I[IFl~ ' "~ FIUNDATIONORS/B"¢THRUBOLT / I I I1 ~ ~ ~l ) T,OP PLAfE5 OF FLOOR BELON DOUBLE ~R, BEAMS, ~ NEADE~S lCD el(R%c A~DUND ?ERIMETE~R 5 D NC~ ALUMINUM O~ ¥1RTI_ ~D [[~ 8llJp ,4.. IIIIl' 't ' 3' BO "^B"ER FLITCH PLATE DETAIL . ..,.THRU~ ~ ~ ~ ALGN FINSNED HEM (2j BEAM5 (Bi BEAM5 + (4) BEAM5 + e 'e ¢~~ ~ ~ EXST N6 FIN 5HEP 5TELL PLATE 5TELL PLATE5 5TELL PLATE (2~ 5TELL PLATE5 (2] 5TELL PLATE5 NITM (2~ PLATE5 CEILING PAD 51DE OF BEAM %F~ r~ ~ I N~D MEMBER5 / . (SEE pLAN5 FOR 51ZES). STEEL BEAM DETAIL SECTIONS ~- ANCHORING OF HALL OPENING ~- RIDGE TENSION 5TRAP5 ' STEEL PLATE TO EOUAL ~ / ELEVATION  ~~~ NEM EXIST. ~ / 0 < I/4 DEPTH OF JOIST I/~ OF 5PAN ¢ NO NOTCHES OR ~ CELLAR CRANLSPACE NEN ~ Nm B~LCO ~Rs ~ ~OLES P~RmITTEd ~< I/S DEPTH OF JOIST EXIST 6" FNDN. MALL~ ~ ~ ~ ¢ ~EXIST. FTNG ~ ~ --I ~ %( I/4 DEPTR OF ~lST REMOVE PORTION L ' ........ ~ USE 5/¢¢ ATR ANONOR OF EXIST FOOTING~ %Z ~ -- ~ 2'l / MIN 17" EHBEDMENT 5ET~ ~ , ~ ~'~ ~ 2" DRY PACK NITN ~ i . R. NON-SHRINKING GROUT STUD . 1IN qIN ~N ~- CORNER ANCHORING TO FOUNDATION N~ 12" P.C UNDERRNNING I' O' ' ~ 2~"xl2" P.OONCRETE FTN6. ~ = = BETMEEN BOLE5 AND NOTCNES FROH-- ~ ~ _ ~ ~ ~< ,/4 DEPTM OF STUD MEMBER5 i ~mE 5AME L~ATION A5 NOLE5 ¢ NO NOTCME5 OR I' ~ ~ m ~ ~5/6" MIN [~OLES PERMITTE~ ~( 1/5 DEPTH OF JOIST ~ ~ ~i ~ /< 2/5 DEPT~ OF 5TUB ~ ~ ~ -. ~ ~ / ~/( 3/5 DEPTH OF STUD 2" MIN% ~ I l CRAWLSPACE-UNDERPINNING DETAIL - ~ALDN,T.5., , , .. ~ALE:N.T.5. - ~ ~ / BETNEEN NOLE~ AND NO~ONE5 F~OH ql~ 'qB ~ I ~ ~ DEPTH OF JOIST I- UNDERPINNING TO BE PERFORHED AT 4-0 INTERVAL5 &-o APART].[ / ~ONOTHER AND FROM THE END50FR~IDEP A HIN OF 2' SEPARATION // 3- CONTRACTOR5 SHORING PLAN TO BE REVIEMED BT TH~ ARCHITECT PRIOR TO C~,ENCEHENT OF THE NORK EAONOTHER AND FROm Tile END5 OF TO COntEntmENT OF TH~ ~o~ EXTERIOR AND BEARING HALL5 mEH~E~S RAFTER / CEILING JOIST LTP4~2~-6 4LO'' TYPICAL THIS PROPERTY 15 LOCATED NITHIN ONE MILE OF THE COAST iN EAcH co ~- 5ILL PLATE TO BAND JOIST ~. Ih /~ ,lIP"~=T~=~ P~oPO~p 15TFLOOR ADDITION ~ STEP BAY DRAFTING ~.=04/22/0¢ ~~,%~w,--~~l~,~lIII &8 H~T ~AIN STREET OYGTE, BAY. N.Y. Nq~l ALE. A5 NOTE~