The URL can be used to link to this page

Home My WebLink About15153-zFORM NO. 4 TOWN OF SOUTNOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Of Occupancy No. Z-]6302 Date October 19, ]987 ONE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE THIS CERTIFIES that the building . .& 'ATTACHED 'DECK ............................... Location of Property 8490 Soundview Avenue Southold, New York County Tax ]Map No. 1000 Section . .0.5.9. ....... Block 07 .Lot 29.4 Subdivision ............................... Filed Map No ......... Lot No .............. conforms substantially to the Application for Building Permit heretofore fried in this office dated July 29, 2986 ]5153 Z ...................... pursuant to which Building Permit No ...................... dated July 30, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ......... ONE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE & ATTACHED DECK AS APPLIED FOR ALLEN & SARI OVSIANIK The certificate is issued to ..................... /oWn'e;','l~ .................... of the aforesaid building. Suffolk County Department of Health Approval 86-S0- 100 UNDERWRITERS CERTIFICATE NO ..... N804976 PLUMBERS CERTIFICATION DATED: October 7, 1987 Building Inspector Rev. 1/81 1~0~ NO. ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N. Y. BUILDING PER/vdT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N9 15153 Z County Tax Map No. 1000 Section ...... .(~...~ ....... Block ..... ..(~..~. ......... Lot No...~,.9,:..~.. ........ pursuant to application doted ....... ...~...~...~.~ ...................... , 19.~....(e.., and approved by the Building Inspector. Building Inspector Rev. 6/30/80 FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 765- 1802 ~'APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in Wpewriter OR ink, and submitted m ~.----.-- to the Building Inspec- tor with the following; for new buildings or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2.Final approval of Health Dept. of water suppty and sewerage disposal-(S~9 form or equal). 3.Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5.Submit Planning Board approval of completed site plan requirements where applicable. B, For existing buildings (prior to April 1957}, Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of p~operty showing all property lines, streets, buildings and unusual natural or topographic features. 2.Sworn statement of owner or previous owner as to use, occupancy and condition of buildings, 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion requ ired to prepare a certificate. C. Fees: Additions $25.00 1. Certificate of occupancy New Dwelling $25.00, Accessory ,$10.00 Business $50.00 2. Certificate of occupancy on pre-existing dwelling $ 50. ~ 0 3. Copy of certificate of occupancy $ 5~00~, over 5 years, $10.00 4.Vacant Land C.O. $ 20.00 5.Updated C.O.~/~ $ 50.00 Date ..................... [ .... NewC°ns~ruction ...... Old or Pre-existing Building ............ Vacant Land ....... Location of Property . . .~.~.~ 0 . .~.~.p.N..j~./.8~.. d~ ......... ,~ ...... ~ ....................... ~uF~,o .. Owner or Owners of Property ...... ~ ..... ,r.. ~/S,.~ County Tax Map No. 1000 Section~.~?. :~.¢.: ?:~9..~ Block . ~t ~..~ ....... Lot. ~.%A~..° ....... · Subdivsion .............. Filed Ma No ........... Lot No ........... PermitNo. ,/,~../.~, ,~ .... Date of Permit Health Dept. Approval ........................ Labor Dept. Approval ........................ Underwriters Approval ........................ Planning Board Approval ...................... Request for Temporary Certificate ........... Final Certificate .... Fee Submitted $ ...................... Construction on above described building ar)d~ermit meets ~-~pplicable codes and regulations. App cant ~. . ................................ Rev. 10-10-78 DISTRICT COURT ~ STATE OF ~EW YORK _~OUNTY OF SUFFOLK ~.EO D. IIUSSELLv : against ALLEN OVSIANIKt .. '. : Plaintll~O~) Defendant(X) inda:tl~O. EAC 1661/87 Celend~r H~. 066195 JUDICIAL SUBPOENA · DUCES TECUM TO VICTOR G. LESSARD~ Principal Building Inspector Southold Town Bulld~ng Departmemt Town Ilall, 53095 Mai~ Road~ So~thold, New York,GREETING: WE COMMAND YOU. That all b,slness and excuses being laid aside, you and each of you appear and attend before a ~udge of the Second District Court, ~ Second Distriut Court, 72 East Main Street~ Babylon, New York, ~. ~Ae 23rd d.y o( March 1~90 ~ 9~30 .'e;oc~, ;. ~he fore ~.~ ~ ~.~ ~ or .d]..r..w Wa~. ~ ~ ~es~;mo~ ~. ~his ~o. ~. ~he ~.~ oi *he Defendant · ,d that you brt,~ with you ~,d produce at the tlm~ ~,~ plqce aforesaid. ~ certain books ~ plans and record~ .o~ 'bhe Soubhold To~n Build,ag' be~a~menb perba~atn9 bo ~he home o~ Allen Ov~ianik, Soundview Avenue,'~o~thold, New York, and the Building Code for the To~ of Southold which w~ff~.t~ffe~t on February 19, 1987, now in your custody, and all other deeds, evidences and writings, which you have in your custody, or power, concerning the premises. Failure to comply with this subpoena is punishable as a contempt of Court and shall make you liable to the person on whose bahai[ this subpoena was issued for a penalty not to exceed ~ftF dollars sad all dam- ages sustained by re,son of your failure to complF. , · WITNESS, Ifonor~ble ~thony R, Corso one of the olsaidComt, at Babylon~ New York~ the 23~ay of~grch,~~ 1990 ..... ......................................... O~ee~ndPoseO~ce~ddfes~ Main Roadt P, O, Box 973 Cutchogue~ NY 11935 (516)' 734-6807 STATE Ol~' NEW* YORK, COUNTY OF to this aet~on, b over 18 yeats o1 age end resides ·~ , 'J~nt on 19! INDIVIDUAL CORPORATION ALTERNATIVE METHOD being duly sworn, delmsee ·nd snyst that deponent ia nn! a party · t No. deponent served the within subpoena on tbs w teens tberelh named, by dei!verlnl~ · true copy tltereol to witness p~ersonnlly and at tbs stone time p~tying (or tendering) In advance $ , the authorized ~avellin8 expeflees and one daya w tneee ~ee: deponent knew rise person ~ sewed to ~e the Withes denetlhed In enid subpoena. deponent ~ed ~e ~ltldn eu~po~nn on a ~ corporation, th~ witness I~teln named, by delivering · true copy thereof to , pernonally, whom deponent knew to be of said cotpornllon, and nt tbs s~me time pnyln~ (or tendering} In advance 9 . the nuthotl~d travellin[ ~l~ess' actual place of buel.e~welli.[ pier.usual place el abode~ deponent ee~ed t~e within suppose& upon t~e (a) by deBvedn8 ~eni, a t~e copy ~er~f ~ a per~n off suitable ap a.d d sedation (b) ~y a~xln[ a ~ue espy thereof to ~e door thereof, de~nent was unable, with due diligence ~ find wltneu or a person of suitable ago and dl~tlon ~erea~ hafl~S eall~ ~ere A.M, en ............................................ lO ........aL ............... P.M. on ............................................ 19 ........at ................ A.M. [ 9 on ........................... -' ............... 19 ........at ................ P.M. on ............................................ ti ........at ................ P.M, ,deponent nl~ enclosed a copy o~ same In n postpaid sealed wrapper properly addressed to enl~ witness at witness' Inet known residence, and deposited enid wrapper In~n post o~c~clal depository under the exclusive ears and cus~df of the United S~lee Postal Se~Jce within New York St·ts. DESCRIPTION Deponent describes me Individual served as Iotlows~ USE WITH [] ~.lale [] White Skin [] Black IJair [] 14.20 Yrs, [] Under $' [] Under 100 Lbs, I or 3n [] Female [] Black Skin [] Brown Ilalr [] ~Vblte Ilair ~ 21-35 Yrs. ~ 5'0".5'3" ~ 100430 Lbs. ~] ~ Yellow $kin ~ Blond flair ~ Baldlns ~ 36-50 Yrs. ~ 5'4".9'6" ~ 131.160 l,l*s. ~ Brown ; ~ Gray llair ~ 51-65 Yte, ~ 6'9'*.6'0'* ~ 161.2~ Lbs. i ~ Red Ski~n ~ Red ilal~ ~ Ovet65Yr~ ~ Over 6' ~ Over 200 L~e. Other [dentilylng [enturett Sworn ~o before mo on ....................... ~;Hnt name ~enea~ signature. 'LI~ENBE NO ........................... TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 TEL. 765-1802 CERTIFICATION Date Building Permit No. Owner ~k. OW ~'~(k~\~ (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber's signature) Swor to before me this 7u~~ day of Notary Public, / No%try Public County THE NEW YORK BOARD OF FIRE UNDERWRITERS 1001093 BUREAU OF ELECTRICITY ~ E5 Jo.. STREET. N~V YORK, .EV¥ YORK ,OO~ ,,.,. ~ zz, ~ ~,,,.,,~.,,,,,,~..,,.~,,. ~z6~n/~6 N 804976 THIS CE]TIFIES THAT o~y th~ ~lec~rical equipmen~ ~ ~scribed be~w and int~dueed by the appticant ~mmed on ~he ~bow ~ppllc~on nu .d~r in the premises of Alle~ Ovsianik, Sou~dview Avenue(Kem~ey's Road)Sou~hotd, NY kprtZ [3, ~987 36 29 DRYERS OTHER APPARATUS: This Gary Doroski 425 Monsell Lane Cutchogue, NY 11935 Lic# 2941E be altered in oil manner~ return to the office of the Board if incorrect. 11 ~ied by their credentials. iNsPECTiON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION ZND [ ] INSULATION []FRAMING []FINAL REMARKS'- ~ ~ DATE ~//'~ INSPECTOR 765-18~2 BUILDING DEPT. INSPECTION ]FOUNDATION 1ST [] ROUGH PLBG. ] FOUNDATION ZND [ ]INSULATION ] FMMING [ ] FINAL RKMARKS, , ~~ ~ / ~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: DATE INSPECTOR,,, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION /~F~MING ~ [ ] FINAL REMARKS: ( ~'~,~' t ~,.// DATE ~/~O 177 INSPE~OR 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION DATE iNSPECTOR ~.~ ~ 7LS.'I80Z BUILDING DEl)T, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION ZND [ ] INSULATION [ ] FRAMING .~ ~ ] FINAL REMARKS: ~r lmLD I.S~ ~C~ION FOUNDATION (1st) !!DATE FOUNDATION (2nd) ROUGH FRAME & .PLUMBING e INSULATION PER N. Y. STATE ENERCY CODE ~u ADDITIONAL COMMENTS Chimneys, Flues, and Gasvents 5 A suitable soot pocket and cleanout door should be provided at the base of every chimney or flue except where connected to fireplaces. Chimneys, flues, and gasvents should be main- tained in a safe eondition. A flue or gasvent which becomes unsafe or dangerous shall be re- placed. Openings no longer required in flues or gasvents shall be sealed with noncombustible ma- terial. The connection of new heat producing equip- ment to an existing flue or gasveut shall be in conformity with the Code. The lower terminal of chimneys, flues, and gasvents shall be located at the story containing the equipment served. The effective draft-producing height of a chimney, flue, or gasvent is the vertical distance from the barometric damper, check damper, or draft hood to the top. Chimneys, flues, and gasvents serving gas-fired equipment only should be of size not less than that shown on graph entitled, "Flues for Gas- Fired Equipment." Minimum cross-sectional area of a gasvent should be equivalent to that of a 3- inch inside diameter. I000 ~oo SOO 600 //~ ~ soo /x/~ / 4 5 6 7 8 9 ~ 1112 ;NSIDE DIAMETER OF FLUE IN INOHES FLUES FOR GAS-FIRED EQUIPMENT A chimney, flu~, or gasvent serving two or more units of heat producing equipment should be in conformity with the following: a. Cross-sectional area should be adequate to vent all connected equipment that may operate simultaneously. b. Height should be sufficient to vent farthest equipment operating alone. c. All parts should be constructed to comply with the most restrictive requirement for any part. Location of Outlets-The location of chimney outlets shall be in accordance with the Code section entitled "Location of Outlets". A Direct Vent Wall Furnace shall conform to the requirements of generally accepted standards and shall be installed in accordance with the terms of its listing. Such heater shall have combustion air and flue gas connections between the appliance and the outside construe.ted so that all air for combustion is obtained fi:om the outside atmos- phere and all flue gases are discharged to the outside atmosphere. Flue Linings--Flue linings shall be capable of withstanding the action of flue gases at 2000° F. without softening or cracking. They should be placed in position, and masonry built around each section of lining. Lining should be set with mortar sufficient only to keep the lining in place; voids between lining and chimney walls are de- sirable. Mortar for flue linings shall be fire clay or high.temperature cement mortar. A flue lining of iron or steel in a masonry chimney should have a thickness as indicated in the following table, except that parts within 8 feet of heat producing equipment shall be of fire clay or of next heavier gage than that indicated: IRON OR STEEL FLUE LININGS Cross-sectional area of flue, Minimum thickness of in square inches metal, U.S.S. gage To fl0 ..................... 20 81 to 154 ................. 18 155 to 201 ................. 16 202 to 254 ................. 14 More than 254 ............. 12 CODE MANUAL Chimneys, l~iu~s, ~od Gasv~nts Chimney Construction---1 [For limitations on chimney construction, see table, part 5, gage 60] air space burned clay flue lining ' min. I-inch mortar withe -minimum ~l/2-1nch solid masonry withe · minimum 31/2Jnch actual thlcknes~ FIGURE I minimum 31/2-1nch solid masonry withe flue sudaces of solid burned clay masonry units minimum 71/2-inch FIGURE 2 e minimum 31~-;nch solid masonry min. I-lnch mortar withe air space burned clay flue lining minimum 71/2-inch actual fbi&ness FIGURE 3 FIGURE 4 m;nimum 31/2-inch solid masonry ithe . . . , m,n. I-,nch mortar, w~the mlmmum ?l/rinoh ectuaJ flu?ess, ~[~ constructed two unit~ thick wdh ._~'~~ vertical and horizontal joints 7~ broken .. L~-~/~--~ b.u m ed clay flue hmng mr space Figure 1--Enclosing walls of brick; concrete reinforced verti. cally and horizontally; ~Fxd con- crete masonry units; or coursed, sawed, or dressed stone bonded at corners and tied with metal an- Figure 2--Enclosing walls of solid masonry units without flue lining. Figure 3--Enclosing walls of rubble or rough stone masonry. Figure 4--Enclosing walls of hollow masonry units. CODE MANUAL Chimneys, Flues, and Gasvents Masonry Chimneys A prefabricated chimney shall not be considered a masonry chimney. Whenever a masonry chim- ney contains flues fgr fireplace and heating equipment, and one of the flues requires an off- set, the offset should be made in the fireplace flue, and the flue from heating equipment should run straight. Corbeling should start at a lower devation on that side toward which the offset is desired so as to insure constant internal cross- sectional area without pockets or restrictions to create turbulence in the gas stream. Liners should be properly beveled at changes in direction and at changes in cross-sectional dimensions to insure smooth, tight joints. Masonry chimneys should be capped with non- combustible weatherproof material, or cement mortar, sloped outward and downward, may be 'provided. ~. A flue serving heat producing equipment hav- ing a rated gross capacity exceeding 200,000 Btu per hour shall be separated from other flues within the chimney by a masonry withe of at least 4-inch nominal thickness. Masonry chimneys shall be designed and in- stalled in eoiaformity with the table entitled, "Construction of Masonry Chimneys." CONSTRUCTION OF MASONRY CHIMNEYS Di~:ect-~ire¢l heat prodnelng equipment Chimney walls, minimum eonstrnctlon Small heating and cooking equipment Portable or domestic type incinerator with a charging compartment not exceeding 5 cubic feet Warm air furnaces and low pressure boilers rated gross capacity not exeeedlng 500,000 Btu per hour Low-temperature industrial heating equipment, rated gross capacity not exceeding 250,000 Btu per hour For buildings not exceeding two stories in height: Walls 4-inch nominal thickness with ~/~dnch thick clay flue lining; walls of reinforced concrete, solid concrete masonry' units or dressed stone bonded at corners and tied wim metal anchors, or 8-inch nominal thickness without flue lining, wall of solid masonry units, or 12-inch nominal tbiekness with ~dneh thick clay flue lining, walls of rubble stone masonry, or Approved prefabricated ehlmneys For buildings exceeding two stories in height: 8-inch nominal thickness with ~-inch clay flue lining; walls of reinforced concrete, solid or hollow masonry units, or undressed stone Warm air furnaces, low-pressure boilers and low- 8-inch nominal thickness with ~/~-inch clay flue lining; walls of temperature industrial heating equipment, .rated reinforced concrete, solid masonry or dressed stone, or gross capacity exceeding 250,000 Btu per hour 12.inch nominal thickness with ~dnch clay llue lining; walls of undressed stone High.pressure boilers and medium-temperature 8-inch nominal thickness plus fire.brick lining 4~ inches thick in industrial heating equipment fire clay mortar, and extending 25 feet from a point 2 feet below the smoke.pipe entrance; walls of reinforced concrete, solid High-temperature industrial heating equipment Double wall construction with intervening air space not less than 2 inches deep and outer wall of masonry not less than 8 inches thick; inner wall should be a metal smokestack lined with inches firebrick or masonry wall not less than 8 inches thick with inside half of firebrick. Metal smokestack should have thick. ness as indicated in table entided, "Iron or Steel Flue Linings," part 5, p. 59. CODE MANUAL STEVE G. TSONTAKIS ASSOCIATES Consulting Engineers, P.O. ' FIREPLACE I~SPECTION REPORT (7/6/89) Ovsianik Residence Sound View Avenue Southold, N.Y. INTRODUCTION This report is based on complaints by the owners and the building inspector of improper workmanship of the fireplace built by Leo Russell at the subject residence. An engineer report written by Mr. Ahlers, P.E. made comments which are answered below. Also discussed are comments made by the building inspector. DISCUSSION Apparently the fire place is built on a poured concrete footing over a block foundation which extends down to the basement floor. There is no full bearing of the fire place on any wood structure. The page numbers and the photograph numbers below refer'to the numbers in the report by Mr. Ahlers. Page t_~l and Photo %~. Although there were some wood structure in place at the top of the pedestal, it has since been removed. -1- P.O. BOX 1180, 632 ROANOKE AVENUE, RIVEFIHEAD, NEW YORK 11901 (516) 727-7411 chimney is built on an 8" poured re slab which is partly cantilevered providing sufficient bearing down to the footings. The gap if found objectionable can be filled, although it is not structurally necessary. As shown in photo #2, the report comments that the fireplace is not centered, however, centering is a matter of aesthetics. In this case for the lack of specification the firebox was centered in the room (normal) with the face extending to one side. This arrangement is not unusual in modern construction. The fireplace is located on the floor in a normal construction and standard method in that the face of the fireplace, less the veneer, is aligned with the wall and the veneer sticks out the depth of the face masonry which is approximately 4 inches allowing for the installation of a mantelpiece. Of course 16 inches of hearth in front of the firebox' as required by code has been installed in a wood deepening. The report indicates a gap in the walls, however, in normal procedure when masonry is completed the wood frame is enclosed and all these gaps are closed in by stuffing with insulation for infiltration and then dry wall installation and proper moldings. There usually is a small gap between the wood framing and the masonry to allow for expansion and contraction. -2- STEVE G. TSONTAKI$ A$SOC/ATES PAGE ~2 Further comment was that the brick was not uniform in color. Brick is a clay material, and although color is added to provide the col6r. The brick style is multicolor. When fired certain colors and variations come up in the clay due to its hardness and non homogeneity of bricks, therefore, very seldom are they equal in color and hue. Since the brick was ordered multicolored, that must have been the (3 ~ 5), attempt to requirement. It appears from the photographs although they are black and white, there was an mix the bricks so there is a flow of color. This further comments that some of the brick is not solid, most face brick is not it comes through with lightening holes. These holes also serve to provide a better key in the mortar joints and they are code approved. The comment of the joints being poorly not indicated in the photographs 3, 4, 5 where that all the joints are square, true, and thickness. constructed is it appears of uniform Further comment that the seat for the mantle was insufficient. The standard seat for a mantle is usually 4 inch brick. The mantle is usually a board which is nailed to the framing so the 4 inch bearing is sufficient for the mantle, -3- STEVE G. TSONTAKIS ASSOCIATES this particular case the mantle was to extend wall to wall forming some sort of a shelf. The sidewalls would Supply more than adequate support of the mantle and in fact it appears from photograph 94 that the mantle would be sandwiched between the bearing brick and the brick above. It also commented on page #2 that used brick was installed. None of these were external. Therefore, it is not required to be free of cracks. In any case these cracks seldom penetrate the surface more than half of an inch and are caused by drying in the kiln for common brick. On Page 92 there is a comment that fresh air inlet is incorrectly installed (see photo #1). The fresh air inlet which is the combustion air inlet is intended to provide make up air for the fire so as the heated air from the room is not depleted (Energy Code). It is therefore prudent to install this device as close to the face of the fireplace as possible. This location is acceptable since it is just inside the brick face veneer. This does not proclude the installation of a glass fire screen which fits on the outside face of the brick veneer. A comment was made that the glass fire screen was required, this is not the case if the damper complies with the energy code. The requirement is to have a damper which does not exceed a 20 CFM leak rate. The damper so installed does not exceed this leak rate. -4- STEVE G. TSONTAKIS ASSOCIATES F closed please find the test this dampers performance which is results and certification of a leak rate of less than 20 CFM. As shown in Photo ~8 the rafters are Not doubled as required by the state code, however, this is a carpentry item and not part of the masonry work. It can easily be corrected by the sistering of an additional rafter. Apparently an on-site meeting was held with the building inspector, the owners, and the owner ' s attorney. The comments made by the bulldlng inspector are hearby discussed. The building inspector indicates that possibly the corbel was excessive, and that the 'chimney might have to be supported. Corbeling of chimneys is permissible and quite common especially years ago where architecturally chimneys were required to penetrate the roof at the ridge. In accordance with chapter 3 of N.F.P.A., standard 2-11, chimneys can be corbelled, and a corbel is allowed so long as the outside face of the chimney face as it passes through the roof does not fall outside the chimney face below at the base of the corbel (see appendix 9A, page #14). STEVE G. TSONTAKIS ASSOCIATES --5-- The Photograph # 9 indicates that the chimney is too short. chimney must be 24 inches above the roof when it penetrates the roof anywhere between 10 feet lateral distance on the roof. In this case since the chimney protrudes through the ridge; the 2 foot requirement is mandatorY. the down Again the depression. Photo #8 indicates floor. This is not the case since there into the fireplace foundation which is there is a possibility that the floor fireplace depening is insufficient Again th~s is a carpentry item. a possibility of fireplace loading on is full bearing masonry block. framing around causing the As to the comment of solid masonry, it is true that the masonry used in the fireplace in the vicinity of the fire within 8 inches must be solid, therefore, any block that is used should be filled, any brick which is cored must also be filled. This is true for all but the outside walls along the fireplace which are not in contact with the structure (Appendix A, Page #3). Only 4 inches is necessary in this particular case this is covered in the NFPA standard 2-11 paragraph 3-2.1. It can also be seen in NYSCMA technical spec. (Question #3, Appendix B). The fire box itself must be lined with 8 inches of masonry (3 hr. rated) but the outside wall need only be 4" per. STEVE G. TSONTAKIS ASSOCIATES L~6-- cause of standard construction, the fi.rechamber contains the fire brick and the outside wall Of 4" block which exceeds the 6 inches required by NFPA 2-11 paragraph 3.21. There also seems to be some confusion as to the location of the damper with respect to the fireplace. The fireplace could not be built if the damper was not set on a lintel because the chimney has to be supported outside the building wall. The gap mentioned, therefore, must be between the chimney wall and the face veneer of the fireplace. This type of gap is quite normal. It is quite true that the gap should be filled in order to prevent cinders from flying up into the brick masonry, even though none of this should be exposed to wood framing which would be far above and roughly at the level of the mantel. Usually the space is filled with either a grout or a fibrous insulation such as fiberglass. This is installed not only to prevent drafts but also to proclude any cinders. Spark action in this area is very rare since the positive pressure towards the firebox is always built up when there is a fire. The pressure is built up by a fire draws air from the face of the fireplace up not in the direction of the crack. STEVE G, TSONTAKIS ASSOCIATES -7-- In conclusion carpentry but no there appears to ba some incomplete code or functional violations in the construction of this fireplace. SGT/tmc Steve G. Tsontakis, P.E. STEVE G. TSONTAKIS ASSOCIATES -8- `21 l-16 CHIMNEYS, FIREPLACES, VENTS AND SOLID FUEL BURNING APPLIANCES vide minimum clearance required for the connector as specified in Section 5-5. $-1.9.3 Ir~stall~ttion of thimbles through walls or parti- tions constructed of combustible materials shall conform ~], with the requirements of Section 5-7. $-1.10 Relining ..... ' ,;$-1.I0.1 When masonry chimneys are relined, the liner · ;~,~ shall be listed or of approved material that will resist cor- rosion, softening, or cracking from flue gases at tempera- '."tures appropriate to the class of chimney service. Listed · liner systems shall be installed in accordance with the 'i/ .'listing. Approved materials shall be installed in accor- ' dance with Section 3-2... . ;... '. ~ $-1.10.'2 The relined chimney shall meet the re- [: quirements of the class of chimney service. -:)$-`2 Construction of Masonry Chimneys. Masonry chimneys shall be constructed as outlined (n Table 3-2 ' and detailed below. $-`2.1 Masonry ehimneys shMl be constructed of solid masonry or ~olid waterproofed modular concrete blocks in nominal thicknesses not less than that specified in Table 3-2, Column I, or of reinforced portland or refrac- · tory cement concrete in actual thicknesses not less than that specified in Table 3-2, Column I, or of rubble stone masonry in actual thicknesses not less than that specified in Table 3-2, Column II. Masonry shall be laid with full. push-filled, head and bed mortar joints. Exception No. 1: Reinforced masonry chimneys for residential-type apph'ances may be constructed of hollow masonry units not less than 6 in. (153 mm) nominal thickness, with cells fully fl'lied with mortar., , , Column Exception No. 2: Masonry cMmneys for high heat ap- pliances shall be constructed with double walls of solid masonry or reinforced portland or refractory cement con- crete, each wall to be not less than 8 in. (203 mm) thick with an air space of not less than 2 in, (51 mm) between them. $-2.2 Masonry chimneys shall be lined with fire clay flue lining (ASTM C 315, Specificat~bhs for Clay Flue Linings, or equivalent) or fire clay brick (ASTM C 27 or equivalent) as specified in Table 3-2, Column III in thicknesses not less than that specified in Table 3-2, Col- umn IV. Exception: Masonry chimneys for "residential ap- ph'ances, low-heat appliances, and residential in- cinerators may be lined with a listed system or other ap: proved material that will resist corrosion, softem'ng, or cracking from flue gases at temperatures up to 1800°F (982 QC). 3-2.$ Fire clay flue liners shall be installed{ ahead ~ the construction of the chimney as it is carried up, carefully bedded one on the other in a medium duty, nonwater- soluble calcium aluminate refractory cement mixture with close fitting joints left smooth on the inside· Portland cement bonded mixtures shall not be used. 3-`2.4 Fire clay brick flue liners shall be installed laid in ' full width refractory mortar as specified in Table 3-2, Column V, or the equivalent. ·, . ? 3-2.5 Flue lining for residemiM ~and low-heat chimneys shall be separated from the chimney wall by a minimum of ¼ in. (12.7 mm) and a maximum of 1 in. (25 mm) of air space. The air space shall not be filled and only enough mortar shall be used to make a good joint and hold the liners in position. -. Table 3~2 Construction, Termination and Clearances for Masonry Chimneys ', , · SEE TEXT FOR REQUIREMENTS ~ .....~; II: ' ' i]~I IV V VI VII ·~' VIII : IX X Start of Termination ~ Minimum Air Space Below Appliance Chimney Wall Lowest · Type Thickness Connecto~r Brick or Rubble Type Thickness Mortar , .in. (mm) in. (mm) in. (mm) ,. Residential . 4(102) 12(305) Fire %(16) Clay LoW.Heat 8(20§) 1g(305) Fire %(I6) Clay ' ' Medium-Heat 8(203) 12(305) ' FireClay ' 4.5(114) ' : Brick · High. Heat ~ee Note 2. Fire Clay 4.5014) Brick ,'. ! Flue Liner ' ' - Clearances Chimney Liner (See Note 1) Highest Nearby Interior Exterior- Point Structures Chimney Chimney in. (mm) ft (m) ft (m) in. (mm) in. (mm) Medium 8(203) 8(0.91) 2(0.61) 2(51) 1(25) Duty ., within 10it Medium 8(203) 8(0.91) 2(0,/61) 2(51) 2(51) Duty t within 10 ft Medium 24(610) 10(3.05) 10(3.05) 4(102) 4(102) Duty within 28 ft High To Base 20(6.1) 20(6.1) See Note 3. Duty - - o£ Chimney within 50 ft Column I II III Iv - V VI VII VIII IX ; X Note 1: When masonry chimneys are lined with a listed chimney liner system, the system shall be installed in accordance with the listing. Note 2: Masonry chimneys for high-heat appliances shall be constructed with double walls of solid masonry units or reinforced portland or l~efr actory cement concrete, each wall to be not less than 8 in. (203 nnn) thick with an air space of not less than 2 in. (51 mm) between them. ' Note 3: Masonry chimneys for high-heat appliances shall have sufficient clearance from buildings and structures to avoid overheating com- bustible material, to permit inspection and maintenance operations on the chimney, and to avoid the da;xger o~ burns to per~ons. Clearance · ' shall be based on good engineering practice and acceptable to the authority having jurisdiction. MASONRY CHIMNEYS ' ' ' ' ' ' 211=lg precast cement, or'other approved noncombustible doors and frames arranged to remain tightly closed and secured when not in use, $-1.5 Firest0ppingl Ail spa~s b~tween chimneys"and floors and ceilings through which chimneys pass shall re- Figure S-1,Z(a) -,Corbels £or Supporting Chimneys. mb. in fully open but shall be fires[opped with noncom- bustible material. The firestopping of spaces between -chimneys and wood joistS, beams, or headers shall be gal- vanized steel not less than 26 gage [0.019 in. (0.~483 mm)] in thickness of noncombustible sheet material not m, ore 3-1.6 Smok~ Test. ~ ' ; ' ' Masonry chimneys shall be proved tight by a smoke test after ere~:tlon and before being put 3-1.7 Structural ]Design. ~himneys shall be desired, anchored, supported, and reinforced as required in this standard. ~himneys shMl not support any structural load other than their own weight unless designed to act as a supporting member. Chimney design shall consider seismic and wi~,d loading, \ Recommended Chimney Offset Consiructlon -- Centerline of U~er Flue Does Not Fall Beyond Center of Lower Fl e Wall. Chimney Size "A" and Offset $ ze One Wall than on the Other. Figure 3-1.2(b) Corbels ~o Change Chimney Direction. ~t+t~* Figure 3-1.2(c) Corbeh to ]ncreaae Chimney Wall Thickness. Masonry chimneys are permitted to be constructed as ,part of the masonry or reinforced concrete walls of ' buildings., · , 3-118 Inspection and Maintenance. Chimneys shall be inspected and cleaned if necessary at least once a year or more frequently as required to ensure adequate draft, clearance, soundness, and freedom from combustible deposits. 3-1.9 Thimbles. ' '~'~ $-1.9.1 Thimbles for chimneys or vent connectors shall be of fire clay (ASTM C 315, Speclficationsfo. r Clay Flue Linings), galvanized steel of minimum thickness of 24 gage, or material ofequlvalent durability. Thimbles shall be installed without damage to the liner. The thimble shall extend through the wall to, but not beyond, the in- ner face of the liner and shall be firmly cemented to masonry. 3-1.9.2 Thimbl'es shall be located to provide adequate pitch or rise of chimney or vent connectors and, where the ceiling above the appliance is constructed of com- bustible material, the location of the thimble shall pro- . Figure 3-1.2(d) Corbels to Support Flue Lining. 211-14 CHIMNEYS, FIREPLACES~ VENTS AND SOLID FUEL BURNING APPLIANCES id) The spark screen shall be accessible for cleaning and the screen or chimney cap shall be removable to allow for cleaning of the chimney flue. 1-9.4 When part of a listed chimney termination system, spark arrestors shall be constructed and installed in accordance with the listing. 1-10 Inspection and Maintenance. Chimneys shall be inspected and cleaned, if necessary, at least once a year or more frequently as required to ensure adequate draft, clearance, soundness, and freedom from combustible deposits. Chapter 2 Factory-Built Chimneys and Chimney Units 2-1 Type and Installation. 2-1.1 Factory-built chimneys and chimney units shall be listed and shall be installed in accordance with the temperature conditions of the listing and the manufac- turer's instructions. Flue gas temperatures in the chimney shall not exceed the limits employed during listing tests. 2-1.2 Factory-built chimneys for use with wood-burning appliances shall comply with the Type HT requirements of UL 103 or the requirements of ULC S629M. Exception No. 1: Chimneys for factory-built fireplaces shall meet the requirements of UL 127. Exception No. 2: Open combustion chamber freestand- ing fireplace stoves listed only to UL 737 may use residential-type and building heating appliance chimneys. Except~Dn No. 3: Engineered appliance-venting systems that have been listed to operate without,producing com- bustible deposits to the venting system shall b e installed in accordance with the con&~ions of their listing and the manufacturer's instructions. 2-1.3 Factory-built chimneys that pass through floors of buildings requiring the protection of vertical openings shall be enclosed with approved wails having a fire resistance rating of not less than 1 hr when such chimneys are located in a building less than 4 stories in height, and not less than 2 hrs when such chimneys are located in a building 4 or more stories in height. 2-2 Use. Factory-built chimneys may be used for ex- haust systems and ducting from hoods, industrial ovens, furnaces, and process equipment of any temperature .classification [see Table 1-2ia)] provided that the system is engineered so that gas temperatures and pressures do not exceed the applicable limit for the type of chimney. Chapter 3 Masonry Chimneys 3-1 General Requirements. $-1.1 Support. Masonry chimneys shall be supported on properly designed foundations of masonry or rein- forced portland or refractory cement concrete, or on non- combustible material having a fire resistance rating of not less than 3 hrs provided such supports are indepen- dent of the building construction ai~d the load is transfer- red to the ground. 3-1.2 Corbeling. Individual and maximum projections of corbels in masonry chimneys shall comply with the re- quirements of this section [see Figures 3-1.2(a), (b), (c), and (d)]. Exception: Corbeling limitations may be varied for engineered reinforced brick masonry construction. 3-1.2.1 Individual corbels occurring at any point within a masonry chimney shall not exceed one-half the in- dividual masonry unit height nor one-third the thickness. 3-1.2.2 Masonry chimney support may be formed by corbeling from a wall that is not less than 12 iH. (305 mm) in thickness to form a maximum total projection of not more than one-half the wall thickness, Exception: When the corbeling projects equally on each side of the wall, the masonry chimney support may be formed by corbeling from a wall that is not less than 8 in. (203 mm) in thickness to form a maximum total pro- jection on each side of the wall that is not more than one- half the wall thickness. 3-1.2.3 Corbeling to change direction of a masonry chimney shall have a maximum offset such that the centerline of the upper flue does not fall beyond the center of the lower flue wall. 3-I .2.4 Corbeling to increase the chimney wall thickness shall have a maximum total projection that does not exceed the thickness of the chimney wall. 3-1.2.5 Corbeled or solid masonry shall be provided in masonry chimneys to support the entire perimeter of flue liners. Exception: Where a flue is constructed of two flue liners without a separation, three sides of each flue liner must be entirely supported on corbeled masonry. 3-1.2.6 Corbels shall be made with solid units and, where corbels are on walls of hollow masonry units, there shall be not less than three courses of solid masonry units below the corbels. 3-1.~ Change in Size or Shape at Roof Not Permitted. A change in the size or shape of a chimney flue where the chimney passes through the roof shall not be made within a distance of 6 in. (152 mm) above or below the roof joists or rakers. ~-1.4 Cleanout Openings. Cleanout openings or a means for cleaning shall be provided in all chimney flues. Cleanout openings shall be equipped with ferrous metal MASONRY CHIMNEYS 211-15 Figure 3-1.2(a) Corbels for Supporting Chimneys. Recommended Chimney Offset Construction -- Ccnterllne of Upper Flue Does Figure $-1.2(b) Corbels to Change Chimney Direction. Figure 3-1.2(c) Corbels to Increase Chimney Wall Thickness. Figure 3-1.2(d) Corbels to Support Flue Lining. precast cement, or other approved noncombustible doors and frames arranged to remain tightly closed and secured when not in use. 3-1.5 Firestopping. All spaces between chimneys and floors and ceilings through which chimneys pass shall re- main fully open but shall be firestopped with noncom- bustible material. The firestopping.of spaces between chimneys and wood joists, beams, or headers shall be gal- vanized steel not less than 26 gage [0.019 in. (0.483 mm)] in thickness or noncombustible sheet material not more than ~ in. (12.7 mm) thick. 3-1.6 Smoke Test. Masonry chimneys shall be proved tight by a smoke test after erection and before being put into use. 3-1.7 Structural Design. Chimneys shall be designed, anchored, supported, and reinforced as required in this standard. Chimneys shall not support any structural load other than their own weight unless designed to act as a supporting member. Chimney design shall consider seismic and wind loading. Masonry chimneys are permitted to be constructed as part of the masonry or reinforced concrete walls of buildings. 3-1,8 Inspection and Maintenance. Chimneys shall be inspected and cleaned if necessary at least once a year or more frequently as required to ensure adequate draft, clearance, soundness, and freedom from combustible deposits. 8-1.9 Thimbles. 3-1.9.1 Thimbles for chimneys or vent connectors shall be of fire clay (ASTM C 315, Specifications for Clay Flue LinzAgs), galvanized steel of minimum thickness of 24 gage, or material of equivalent durability. Thimbles shall be installed without damage to the liner. The thimble shall extend through the wall to, but not beyond, the in- ner face of the liner and shall be firmly cemented to masonry. 3-1.9.2 Thimbles shall be located to provide adequate pitch or rise of chimney or vent connectors and, where the ceiling above the appliance is constructed of com- bustible material, the location of the thimble shall pro- 1988 Edihon 211-16 vide minimum clearance required roi the connector as specified in Section 5-5. ~' $-1.9.$ Installation of thimbles through walls or parti- tions constructed of combustible materials shall conform with the requirements of Section 5-7. CHIMNEYS FIREPLACES, VENTS AND SOLID FUEL BURNING APPLIANCES Exceplion No. 2: Masonry chimneys for h~h heat ap- pliances shall be constructed with double walls of solid masonry or reinforced portland or refractory cement con- crete, each wall to be not less than 8 in. (203 mm) thick with an air space of not less than 2 in. (51 mm) between them· 3-1.10 Relining. 3-1,10,1 When masonry chimneys are relined, the liner shall be listed or of approved material ~hat will resist cor- rosion softening, or cracking from flu~ gases at tempera- tures appropriate to the class of chimhey service. Listed liner systems shall be installed in accordance with the listing, Approved materials shall be Installed in accor- dance with Section 3-2, $-1.10.2 The relined chimney shall meet the re- quirements of the class of chimney seivice. 3-2 Construction of Masonry Chimneys. Masonry chimneys shall be constructed as out!ined in Table 3-2 and detailed below· 3-2.1 Masonry chtmneys.shall be constructed of ,~on~ or solid waterproofed modular concrete block~ in nominal thicknesses not less than that specified in Table 3-2~ Column I, or of reinforced Iportland or refrac- tory cement concrete tn actual thicknesses not less than that specified in Table 3-2. Column I! or of rubble stone masonry in actual thicknesses not less Ithan that specified in Table 3-2, Column II. ]MilAonrv sh~ll be 1~11 push-filled, ,head and bed mortar jomts. £xceptio~ No. 1: Reinford~'d~'~td~bnry chimneys for residential-type apph'ances may be cotzstructed of hollow masonry units not less than 6 in. ~53 mm) ~,ominal thickness, with, ~gl~ ful~lly fitt&a w~n Table 8-2 I II Chimney Wall Thickness Rubble Scone in. (mm) 4(102) 12(s05) 8(20~) f2(s05) 3-2.2 Masonry chimneys shall be lined with fire clay flue lining (ASTM C 315. Specifications for Cla~ Flue LiningS, or equivalent) or fire clay'brick (ASTM C 27 or equivalent) as specified in Table 3-2, Column II1 in thicknesses not less than that specified in Table 3-2, Col- umn IV. Exception: Masonry chimneys for residential ap- pliances, low-heat apphk~nces, and resident~ktl ~n. cinerators may be lined with a listed system or other ap- proved material that will resist corrosion, softening, or cracking from flue gases at temperatures up to 1800°F (982°C). $-2.3 Fire clay flue liners shall be installed ahead of the construction of the chimney as it is carried up, carefully bedded one on the other in a medium duty, nonwater- soluble calcium aluminate refractory cement mixture with close fitting joints left smooth on the inside. Portland cement bonded mixtures shall not be used. $-2.4 Fire clay brick flue liners shall be installed laid in full width refractory mortar as specified in Table 3-2, Column V, or the equivalent, $-2.5 Flue lining for residential and low-heat chimneys shall be separated from the chimney wall by a minimum of 1/I in. (12.7 mm) and a maximum of 1 in. (25 mm) of air space. The air space shall not be filled and only enough mortar shall be used to make a good joint and hold the liners in position. ',onstruction, Termination and Clearances for Masonry Chimneys SEE TEXT FOR REQUIREMENTS Iii IV V VI VII VIII IX X Start of Termination Minimum Air Space Flue Liner Clearance~ Below Chimney Litter Lowest (See Note l) Connector Appliance Type Brick or Type Thickness Mortar Highest Nearby Interior Exterior Concrete Point Structures Chimney Chimney i in. (mm) in. (mm) in. (mm) ft (m) It (m) in. (mm) in. (mm) Residential Fire %(16) Medium 8(20~) 3(0.91) 2(0.61) 2(51) 1(25) Clay Duty within 10it Low-Heat Fire %(16) Medium 8(203) $(0,91) 2(0,/61) 2(51) 2(51) Clay Duty within lOft Medium-Heat 8(203) 12(305) ~FreC ay 4·5(i14) Medium 24(610) 10(L05) 10(3,05) 4(102} 4(102) ! Brick Duty within I 25 ft High-Hea~ See Note 2. ]Fire Clay 4.5(114) High To Base 20(6.1) 20(6.1) See Note 3. ' i Brick Duty of Chinmey within i 50 it Column I II ] III IV V VI VII VIII IX X Note 1: When masonry chimneys are li~ed with a listed chimney liner system, the system shall be installe~l in accordance with the listing. Note 2: Masonry chimneys for gh-hea' appliances she be cons ructed with double walls of solid masonry units or reinforced portland or ~efractory cement concrete, each wall to he not less than 8 in, (203 mm) thick with an air space of not less than 2 in, (51 mm) between them, Note 3 Masonry chimneys for high-heai appliances shall have sufficient clearance from buildings and structures to avoid overheating com. bus b e material to permit inspection aad maintenance operations on the chimney, and to avoid the danger of burns to persons. Clearance sha I be based on good engineering praqtice and acceptable to the authority having jurisdiction. MASONRY CHIMNEYS C Exception: When masonry chimneys are lined with a listed chtmney hher system, the system shall be installed in accordance with the listing. 8-2.6 The flue lining shall start from a point below the lowest chimney connector entrance of not less than the distance specified in Table 3-2, Columx~ VI. The lining shall extend for the entire height of the chimney to a level not less than 2 in. (51 mm) above the splay or wash. The lining shall be carried up as nearly vertically as possible, with a ma×imnm slope no greater thar~ 30 degrees from the vertical, Exception: Flue l~%zhg for chimneys for high-heat ap- pliances and commercial and industrial incinerators shall extend to the base ~f the chimney. 3-2.7 When more than one flue is contained in a chimney, a separation shall be provided between adja- cent flues. The separation shall be constructed of solid masonry wythes (partitions) not less than 4 in. (102 mm), nominal, in thickness or of reinforced portland or refrac- tory cement concrete not less than 4 in. (102 mm), actual, in thickness and the partitions shall be bonded to the chimney walls. Exception No. 1: Where two flues are used to vent a single fireplace or appliance, this separation is not required. Exception No. 2: Multiple flues in one chimney are not permitted for medium-heat appliances, high-heat ap. pliances, or commercial and z~dustrial incinerators. CHIMNEY 3' I 92 m) MIN GAS VENT OR TYPE L VENT 2' t61 m) MIN. CHIMNEY OR VENT Termlnatlo~ I¢~s ~han 10 feet (3.1 rn~ fron~ rid§e, wall or parapet Figure $-3(a), GAS VENT OR TYPE L VENT 2'(61 m} MIN 3-3 Termination (Height). Masonry chimneys shall extend above the highest point where they pass through the roof of a building by at least the distance specified in Table 3-2. Column VII, and above any portion of any structure by a least the distance specified in Table 3-2, Column VIII, measured horizontally from the vertical chimney line. [See Fz~ures Y 3(a) and (b)]. RIDGE MORE THAN 10' (3 I m( -~ HEIGHT ABOVE ANY ROOFSURFACE WITHIN 10'(3.1 m) HORIZONTALLY CHIMNEY 3' L92 m) MIN, GAS VENT OR ~ TYPE L VENT (3,1 n -- CHIMNEY OR VENT WALL OR PARAPET Termlnatton more than }0 feet 13 I m) from ridge, waft or parapet Figure 3-3(b). 3-4 Clearance from Combttstlhle Material. The minimum air space clearance between interior masonry chimneys (which have any portion of the chimney located within the exterior wall of the building) and combustible materials shall be at least the distance specified in Table 3-2, Column IX. The minimum air space clearance be- tween exterior masonry chimneys (which have the chimney completely outside the exterior wall of the building, excluding the soffit or cornice area) and com- bustible material shall be at least the distance specified in Table 3-2, Column X, The air space shall not be filled; however, this shall not eliminate the requirements for firestopping in 3-1.5. Exception No. 1: For residential and low-heat chimneys, noncombustible trim may be used to prevent entry of debris into the a~¥ space. Exception No. 2: Masonry chimneys for high-heat ap- pliances shall have sufficient clearance from buildings 1988 Edition 211~18 CHIMNEY ! FIREPLACES, VENTS AND SOLID FUEL BURNING APPLIANCES and structures to avoid overhea~g combustible material, to permit lhspectl'on and n~aintenance opera- tious on the chimney, and to avoid ganger of burns to persons. ClearancEs shall be based o~ good EnginEering praEtice a~d acceptable to the authority having jurisdic- tion. ~ 3-,5 Masonry Chimneys for Incinerators. In addition to the requirements in Sections 3-1 thlough 3-4, masonry chimneys for incinerators shall meet the following re- quirements, i 3-5.1 Chute-fed incinerators sha~l meet the re- quirements of NFPA 82, Standard on Incinerators, Waste and Linen Handling Systems dnd Equipment. 3-5,2 Masonry chimneys for comme~'cial and industrial incinerators shall be supported on properly designed foundations of masonry or reinforced 'portland or refrac- tory cement or on noncombustible m~terial having a fire resistance rating of not less than 3 hburs provided such supports are independent of the building construction and the load is transferred to the groDnd, Exception: Chimneys may be suppofted on incinerator walls if the incinerator foundation and walls are built to support the load thus ~:mposed. They shall be so con- structed as not to place excessive stre?s upon the roof of the combustion chamber. 3-5.3 The terminus of the chimney for commercial and industrial incinerators shall be equipped with an ap- proved spark arrestor if the lnc nerator does not include effective means for arresting sparksl and fly ash. (See NFPA 82, Standard on Incinerators,! Waste and L~en Handling Systems and Equipment.) i Chhpter 4 Metal Chimneys (Smokestacks) 4-1 Gene, ral Requirements. 4-1.1 Single-wail metal chimneys or unlisted metal chimneys shall not be used inside or butside of one- and two-family dwellings. 4-1.2 Metal chimneys shall be constructed of steel or cast iron. Sheet steel shall have a thickness not less than that indicated in Table 4-1.2. Table 4-1,2 Mm~raum Thickness o£ Sheet Steel Chimneys M£gr. Min. i Equiv. Round gtd. Thickness Area Diam. Gage No. in. (mm) in: (m~)] in. (mm) 16 14 0.053 up to 15~ up to 14 (1.35) - (.0994!i (356) 0.067 155 to 201 over 14 to 16 (1,70) (.0999 to .1~96) (356 to 406) 0.093 202 to 25~ over 16 to 18 (~.36) (.130~ to .l~gS) (406to457) 0.123 Larger than}254 over 18 (3,12) (,1638)i (457) NOTE: Regardless of minimums in this table, the thickness of sheet metal shall be adequate to meet the ~equirements of 4-1,3. 4-1.3 Metal chimneys shall be properly riveted, welded or bolted, securely supported, and constructed in accor- dance with good engineering practice as necessary for the following: (a) Strength to resist stresses due to steady or gusting wind loads, (b) Adequate anchoring, bracing, and inherent strength to withstand seismic and wind-induced vibra- tional stresses. (c) Proper material thickness for durability consider- ing fuel analysis, gas temperature, and exposure. (d) Security against leakage of flue gases under positive pressure, (e) Allowance for thermal expansion of breeching and vertical sections. 4-1.4 Metal chimneys shall not be used inside of ven- tilating ducts. Exception: When such ducts are constructed and stalled as requ~¥ed by this standard for chimneys, and the ventilating ducts are used solely for exhaust of air from the room or space in which the appliance served by the metal chimney is located. 4-1.5 Metal chimneys shall have sufficient clearance from buildings and structures to avoid heating combusti- ble material to a temperature in excess of 90°F (50°C) above ambient and to permit inspection and mainte- nance operations on the chimney. They shall be located or shielded to avoid danger of burns to persons. 4-1.6 Metal chimneys shall be supported on properly designed foundations of masonry or reinforced portland or refractory cement concrete or on noncombustible material having a fire resistance rating of not less than 3 hss provided such supports are independent of the building construction and the load is transferred to the ground. A metal chimney may be supported also at inter- vals by the building structure, in which case expansion joints shall be provided at each support level. AIl joints shall be liquidtight or of a design such that liquid will drain to the interior of the chimney. 4-1,7 Metal chimneys serving residential-type or low- heat appliances and producing flue gases having a tem- perature below $50°F (165.5°C) at the entrance to the chimney at full load or partial load shall be lined with acid and condensate resistant metal or refractory material, or constructed of suitable stainless steel, or otherwise protected to minimize or prevent condensation and corrosion damage. 4-2 Metal Chimneys for Residential-type or Low-Heat Appliances. 4-2.1 Termination (Height). Metal chimneys for residential-type or low-heat appliances shall extend at least 3 ft (0.92 m) above the highest point where they pass through the roof of a building and at least 2 ft (0.61 m) higher than any portion of a building within 10 ft (3.1 m). [See Figures 3-3(a) and (b).] Exception: The outlet of a metal chimney for residential-type and Iow-heat appliances equipped with 5o' lan O. 'FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N.Y. 11971 TEL.: 765-1803 Approved Disapproved a/c ..................................... (Building Inspector) APPLICATION FOR BUILDING PERMIT BLDG, DEPT. _ TOWNOF SOUT_HOLD Received ........... ,19... Date ................... 19... INSTRUCTIONS 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation, ¢. 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 issued a Building Permit to the applicant. Such 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 whatever until ~ Certificate of Occupancy shall have been granted by the Building Inspector. 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, bu'!14ing code, housing code, and regulations, an~ to admit auth°rized inspect°rs °n premises and in building f°r necessary ~3g~P~J/JS~s' /Z~,'__ ' ': ~ ' (Signature of applicant, or name, if a corporation) ?,: :./. ..... (Maffing address of applidant) State whether applicant is_owner, lessee, agent, architect, en~neer, general contractor, electrician, plumber or builder. Nameofownerofpremises .... .~.-.~.E.E',<r ~,/ .~..4/.s.,:.r4/,.-,?..~ ......................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) - Builder's License No ........................... Plumber's License No ......................... Electrician's License No ....................... Other Trade's License No ...................... /.~..~. 1. Location of land on which proposed work will be done] ...~.~..d). ?../7'.L~/~F. ·~. ........................ County Tax Map No. 1000 Section .. O.~.~ ........... Block 7 Lot ' Subdivision ............ , ......................... Filed Map No ............... Lot ............... (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: ./ ,_. t~ ,,~y' ~ .,,,~,IY~~ a. Existing use and occupancy .... ./~/. .~ ~.~ ................... v. . : :,; ..... ~.::-. .' . :,: .':'.. :'j .................. b. Intended use and occupancy . · · .~.5. :' ......................... 3. Nature of work (check which applicable): NewBuilding .......... t~. Addition .......... Alteration .......... Repair .............. Removal .............. Demolition .............. Other Work Co~ /~.~. ~. C?. ~ (Description) 4. Estimate :' ...................... Fee ....... ] (to be paid on filing this application) 5. If dwelling, number of dWellin~ u_nits ............... Number of dwelling units on each floor ............... If garage, number of cars .... i.~ ....................................................... ' ... 6. If business, ' · ' . commercial or mixed occupancy, specify nature and extent of each type of use 7. Dime sions of existing structur s, ifany: Front ............... Rear .............. Depth ...... Height Nuraber of Stories Dirnensions'of same structure with alterations or additions: Front ................. Rear .................. Depth Height Number of Stories Dimensions of entire new constrUction: Front .......... . ..... Rear ............... Depth ............... Height ............... Number of Stories ...... /. ................................................. 9. Size of lot: FrOnt . ./.?~.,.? ~,. i ........... Rear .../S../..,. ~ ........... Depth .~.9.,fi.~. ........ 10. Date of Purchase .... ~/.~/.~.~.~.. t~ ................. Name of Former Owner . ~.,~'.~.. i .~. i .'~'.'t?.f°.'~. .~ .~.'4..~.'~'.~r~,~,,', 11. Z .... hpi ' ' d one or use district in whlc remlses are situate ........ 12 D t g 1 ............................................. · oes proposed construction rio ate any zonin aw, ordinance or regulation. ./~.o ............ 13. Will lot be regraded .... ./~.',,. i .................... Will e~ess ;fill be remove~l from premises: ~ No 14, NameofOwnerofpremises~{~.-t:,,.,g...~.q~.,,p.~,!~. Address ?.~.~.~.~.~.~q,4'.~.~ Name of Architect ' Addreso ' ........ -,,-~"~ - ................. ......... , ................. o .................. moDe rqo ................ Name of Contractor .~,~{~.~, .~. ~.¢.%'O.~',.~ Address5~°~°r~ f'Y..~ ~"~q~ Pb~ 15. Is this property located !within 300 feet of a tidal wetland? *Yes ..... No ...--'~-~.. · If yes, Southold Town Trt~stees Permit maybe reauired. PLOT DIAGRAM Locate clearly and distinctly alii buildings, whether existing or proposed, and. indicate all set-back dimensions from G' property lines. ~ve street and block number or description according to deed, and show street names and indicate whether interior or corner lot. TATE OF NE~/OI~, / S S .... ~~~:~ ................... being duly sworn, deposes and says that he is the applicant (Name of individual signi ~g contract) above named. He is the .......... (Contractor, agent, corporate officer, etc.) of said owner or ownem, ~d is dul authorized to perform or have perfo~ed the said work and to m~e and file this application; that all statements contained ~ this application are true to the best of his knowledge and belief; and that the work w~l be perfomed in the m~ner~ set forth ~ the application filed therewith. Sworn to before me this C°''""°n ExP'r'~d~f:C~ (Signature of applicant) , \ SUFFOLK CO HEALTH DEPT. APPROVAL H. S NO. STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS For THIS RESIDENCE W~LL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. APPLICANT SUFFOLK COUNTY DEPT. OF HEALTH . SERVICES -- FO~ APPR9VOL OFt ~.C:) , U , SUFFOLK CO. TAX MAP DESIGNATION. ........ ~ ^~ ,' .~. , ~- ~', --, ~. ~ , / A .... -' ---..~ ~ o~ ," .~ ~ . ~ .~ ~ " /Z/ ' ~,~ ,~ DIST. SECT. BLOCK // ,:" ~Tb~, -P' :", / .v ~.t~ " qU LICENSED LAND SURVEYORS GREEN~RT NEW YORK OWNERS ADDRESS: TEST HOLE STA~ ~7~ ow,~-~ SEA-~-~ .<- -~ ~ : *~' - '"x-., " '. ~V:'-'~- "' ~ ~ c~'~e~'/~'~:r~ " T~ ~wage dis~al and water supply faciliti~ ~ ~W ': / '--...,~... . ~o - location have been inspected bythis ~pa~ent a~/m ether agent,s an~found~be satisfactory. ~ , g~ ~. C~,. ?~ ~.~ ~,,.. "-... '---. -'~ Chief.of B~reau of Wastewater M~nagem~nt ~<E~ - ~ "~"'~ OCT lA SUFFOLK CO. HEALTH DEPt. APPROVAL H,S. NO. STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THiS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. (S) i i APPLICANT SUFFOLK COUNTY DEPT. OF HEALTH SERVICES -- FOR APPROVAL OF CONSTRUCTION ONLY DATE: H. S. REF. NO.: ~-~0.1~00 ' APPROVED: SufFOLK CO. TAX MAP DESIGNATION: DIST. SECT. BLOCK PCL. T~ ,059,'" 7, 29-,4 OWNERS ADDRESS: TEST HOLE 5TAMP IAUMU~ LOAM FINE SEAL APPROVED AS NOTED ON LEAD CONTENT BEFORE - -~//' ~ BUILDING-DEPARTMENT AT ' / ~, } FOUNDAtlO. "~NO REQUIREO SOLDER USED IN WATER ~ ~OR mu.~-o ,CoNCBE'~ SUPPL~SYSTEM ~NOT ; ROUG~ ~.AI.IN6 b ~UMBING ~CEED ~10 ~ I~ ~AD. :~ INSULATION ~ ~INAL CONsTRUCTiON MUST ALL CONSTRUCTI~ ~ ME~ TH~ REQUIREMENTS ~ ~E N.Y 0 ° FIR. ST VL. O0 law. C BED ~.O0~r~. -'?' _~ C rv jul I- the New york Slate ' ' ~ FP~ONT ELEVATION o vj'olBtlon New'york State C'P,. o $ ,, ,,, the~ · '~ benring