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Home My WebLink About15673-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Bmldin§ Inspector Town Hall Southold, N Y. Certificate Of Occupancy No Z16634 Date Fe.bru.a.ry. 4 :. 1.9.88 ........ THIS CERTIFIES that the braiding I 125 Locahon of Property house No County Tax Map No 1000 Sechon Subd~wmon . S. eawpod .Acres .One famzly dwelling. Seawood Drive Southold ..... St/e~t ................... Harnle~ 79 . . Block . 7. ..... Lot 62 .... Filed Map No 2575 Lot No ........ conforms substantially, to the Apphcat~on for Bmld~ng Permit heretofore filed ~n ttus office dated Feb. 2, 19817 pursuant to whtch Bmld~ng Permit No.. I 5 6 7.3.Z ......... dated F e b. l 0, I ! 98 7 was ~ssued, and conforms to all of the requirements of the apphcable provm~ons of the law The occupancy for wluch tlus certificate ~s issued m ....... One. fam£1)r dwell£ng, decks-.~.ront..and. .rear.: (No...ga.r.a.g..e.) ......... The certificate m ~ssued to .... .M. IC..HAE. L .D...AND MARILYN .H ...D.U...N.N ............ (owner, ~Ot~ ~hllt X X of the aforesmd budding. Suffolk County Department of Health Approval ...86. - S O- 99 2 / 2 / 88 UNDERWRITERS CERTIFICATE NO ...P e. n d.1 n..g.. 2 //4 ./88. ........... PLUMBERS CERTIFICATION DATED: K & K Plumbing 2/3/88 Rev 1/81 TOWN O~ SOUTHOLD BIJILDIHG DEPARTMENT TOWN HALL SOUTHOLD, N. ¥. BUILDING PEIU~IT CrHIS pERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 15673 Z County To× Mop No 1000 Sect,on .. **C~.~..~ ...... Block ...... ..~....~ ....... Lot No .... ..~..(9..~".. pursuont to application dotal ....,~..~....~,'. ................ 19,'~..~., and approved by the Building Inspector. Fee $.., .~., .~...~ :., .'~.....~.... Building Inspector Rev 6/30/80 OUNDAT!ON ( 1 s t) OU~DATION ( 2nd ) OUGH FRAME~/ FLUMBING ~USULATION PER N. STATE ENERGY CODE ADDITIONAL COM 765-~L802 BUILDING DEPT. INSPECTION [~J~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FRAMING REMARKS: FOUNDATION 2ND [ ] INSULATION [ ] FINAL INSPECTOR ~/'~ 2'65-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ['~FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL REMARKS 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ]/FOUNDATION 2ND [ ] INSULATION / [~ FRAMING [ ] FINAL 765-180Z BUILDING DEPT. INSPECTION FOUNDATION 1ST [~J~OUGH PLBG. INSULATION FOUNDATION ;ZND FRAMING REMARKS: [ ] FINAL 765-1802 BUILDING DEPT. ~~~ INSPECTION ~ [ ] FOUNDATION 1ST [ ] ROUGH PLBGi ~ FOUNDATION 2ND [ ] INSULATION FRAMING REMARKS: ' ~-~ ~., , // DATE //~///2 2-/,~ 7 INSPECTOR I ~0 73 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ } ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING [~FINAL DATE 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST f ] ROUGH PLBG. FOUNDATION 2ND L ] INSULATION FRAMING r~FINAL REMARKS: DATE LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER 1215 INLET LANE GREENPORT, NY 11944 (516~ 477 1652 January 30, 1987 ENERGY CALCULATIONS by E S01 Design by Comronent Performance Residence Michael Dmnn ~rawir~ Northeastern Lo~ Homes D e~i~n temrerature Inside 70°F D~slaul ~e~ree day~ 6,000 , "U" Area Los~ - B~U/HR In~latlon Design Allow SF Design Allowed Floor (If) , 2" rigid 37 (F) 37 (F) 2~ 270 870 " Gara~e R-19 .05 .0~ ~O0 900 900 B~sement ~all R-Il .08 .08 1,100 5,270 5,270 " door (Der code) .~0 .~0 20 ~80 480 Walls (gross) . .22 1,867 2~,700 " (opaque) .14 1,621 Windows (Anderson -dbl glass) .52 206 6,k30 Doors (per code) .$0 $0 960 Roof & Ceilin~ R-19 ,05 .05 1,052 ~,150 3,150 Y-ufiltration (volume) .018 .018 22,800 2~,600 24,600 Fireolace (20cfm) ,1,~20 , 1~32~ NE 10358 Omtside !0°F ~,580 61,290 Glams I1~ of wall area Weather~trl~ing all windows and door~ ~mr~ace to be 75% minimum efficient Hot water heater, door~, thermostat, and caulking as r, er code Meatir4~ and ~erviee lines to be in~mlated a~ oer code Flreolaoe to have non-eombm~tible doors and exterior vent TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P O BOX 728 TOWN HALL $OUTHOLD, lq Y. 11971 CERTIFICATION TEL. 765-1802 Building Permit No. owner (please print) (please prlnt) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber'S sIgnature) Notary Public/~~ County FORM NO 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y, 11971 765 - 1802 /~°PLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled ~n typewriter OR ink, and submitted m ~ to the Building Inspec- tor with the followmg;Ifor new buildings or new use 1. Final survey of property with accurate location of all buddings, property lines, streets, and unusual natural or topograph lc featu res 2.Final approval of H~alth Dept of water supply and sewerage disposal--(S-9 form or equal) 3.Approval of electrical ~nstallation from Board of Fire Underwriters. 4. Commercial bm d~ngs, industrial bufldmgs, Multiple Remdences and s~mflar buildings and installa- tions, a cert hcate df Code compliance from the Architect or Engineer responmble for the buildmg. 5. Submit Planmng Board approval of completed rote plan reqmrements where apphcable. B. For existmg buddmgsI (prior to April 1957), Non-conforming uses, or buddmgs and "pre-ex~sting" land uses: 1. Accurate survey oflpmperty showmg all property hnes, streets, buddmgs and unusual natural or topographm features 2.Sworn statement of bwner or prewous owner as to use, occupancy and condition of bufldmgs. 3. Date of any housm~ code or safety mspect~on of buddings or premises, or other pertinent reforma- tion required to prepare a certificate. C Fees i Add~tzons $25.00 POOLS $25.00 ALTERATION $25.00 1. Cert~ficate of occupancy New Dwellzng $25.00, Accessory *$I0.00 Buszness $50.00 2. Cert~hcate of occupancy on pre-existmg dwelhng $ 50 0 0 3 Copy of cert~hcate of occupancy $ 5 00, over 5 years $10.00 4.Vacant Land C.O. $ 20.00 5.Updated C.O. ' $ 50.00 Date ................ NewConstructzon . . Old or Pre-exist~ng Bufldmg ......... Vacant Land ............. Locat,on of roperty ....... ............... House No. ' Street Nam/et Owner orOwnersofProperty .~iC'.~..C~. ,~.b.· ........ County Tax Map No. 1000 Section ....~.~. ........ Block .... g. ........ Lot .... &.~, ........ Subdwm~on .. ~. ]~-~. .... Filed Map No .......... Lot No .......... Perm,t No. iS ~.~.~..-~.' Date of Perm,t°~..;l~.'~..~ .Apphcant .~..1'.~.¢, .~...~., '.t.~ .b.b~...r~..,. Health Dept. Approval .. ~.-~-. ............. Labor Dept Approval ........................ Underwriters Approval .................... Planmng Board Approval ..................... Request for Temporary Certificate ................. .Final Certificate ...................... , Fee Submitted $ ........................ Construction on above described bu fldmg and permit meet~all aopl~cable codes and regu lat~ons. Apphcant d. O · ' TITLE NO, , ' ~L~ILY DWELLING ~LY ~he ~l~l a~d w*ter ~Upp!y f~cthtt~ for B~ ~ Iocabo~eve bee~cted by th~s ~pa¢[~nt a~/~ ' C6~~ ~' Bureau ¢ Was~r Mana~ ~ C ~3~r OF FIEI~LTH SEI~VIC£$ I BOHN & BONACCI, P.C. MINEOLA NY 11~1 HOLBR~K NY ld741 FILED CO NO REVISIONS BOHN & BONACCI, P.C. CONSULTANTS · SURVEYORS I PLANNER9 / NORTH BAYVlEW S 63°;>1'00"E ELEVATIONS ARE REFERENCED TO AN ASSUMED TEST HOLE INFORMATION RECORDED BT DEPT OF' HEALTH OUTLINE SURVEY BY OTHERS 65o21'00"W ( VACANT MICHAEL AT TOWN OF SOUTHOLD SUFFOLK COUNTY, N .% lO00 07'9 - 07 - 062 SCALE I' = 40' SEPT 10,1986 148,5~' SUFFOLK COUNTM DEPIRTMENT OF HEALTI'I SERVICES FOR APPROVAL OF COHSTRLtCT~Ofi Of Single Family Residence Only DATE ~~3~ HS~EF. NO. ~ ~ MAP OF PROPERTY ~9~/?~ FOR ~ MARILYN DUNN SOU THOLD A PROPOSED SEPTIC SYSTEM PECONIC SURVEYORS 8 EhlGINERS , p C ( 516 ) 765 5020 P 0 BOX 909 MAIN ROAD SOUTHOLD , N Y 1197'1 ~/4.S. r~:c N~. ~'u So qq 8~ - 487 Examined ~...x.~c o~.~ Approved~ ~'~ Disapproved a/c / (Bmldlng Inspector) APPLIGATION FOIl BUILDING PERMIT FORM NO 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL gOUTHOLD, N.Y. 11971 TEL.: 765-1802 Rece~_ved ........... ,19. Date ......... 19 INSTRUCTIONS a Tins apphcatlon must be 9ompletely tilted in by typewriter or m ink and submitted to the Budding Inspector, wltl sets of plans, accurate plot plan to scale Fee accordmg to schedule b Plot plan showmg location of lot and of bmldmgs on premises relationship to adjmnmg premises or public stm or areas, and giving a detailed dgscnptlon of layout of property must be drawn on the diagram which is part of this apl cation. I c The work covered by tins application may not be commenced before lssuanc. ~ e of Budding Permit d Upon approval of this apphcatlon, the Building Inspector will issued a Bmldmg Permit to the applicant Such pen shall be kept on the premises available for mspectlon throughout the work e. No budding shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupar shall have been granted by the Building Inspector APPLICATION IS HEREBYI MADE to the Building Department for the issuance of a Bmlding Permit pursuant to ~ Building Zone Ordinance of the ITown of Southold, Suffolk County, New York, and other appbcable Laws, Ordinances Regulations, for the construchon of buddings, addibous or alterations, or for removal or demoht~on, as herem descnb The apphcant agrees to complYlwith ali apphcable laws, ordinances, budding code, housing co~te, ~.~d r~gulatlons, and admit authorized inspectors on premises and m bmldmg for necessary lnspectlons4A/fo / // /)/) (S~gnature of apphcant, or name, if a corporatmn) State whether apphcant m owner, lessee, agent, architect, engineer, general contractor, electnclan, plumber or Name ofownerofprem~ses ~/~l'd"lO~ OcFtO{. ]~V~'l~n b/.tCDr) (as on the tax roll or latest deed) If apphcant ~s a corporahon, s~gnature of duly authorized officer 2 (Name and title of corporate officer) Budder's License No ~'-~ -~ Plumber's L,cense No. & 3~.t ." P Electnc,an's L~cense No ~ 3.~0 ~. . . Other Trade's License No Location of land on which proposed work will be done .. ttouse Number Street Hamlet County Tax Map No 1000Sect,on O"~ Block Or~ . Lot ~).~.O Subd~v,s~on~O-~(.OOOC~ ~f-~$ FdedMapNo ~.~W,~"- Lot (Name) State ex~stmg use and occupancy of premises and ~ntended use and occupancy of proposed construcbon a Exmt~ng use and occupancy 'x/C~ ¢ ¢~.~'x.~ ........ b Intended useandoccupancy ~;.r3~_ ~O~ C~G.e~I[-(~.~ ...... 3. Nature of work (check which apphcable) Repatr ...... Removal . 4. EstlmatedCost ~..~ 5 ~'t"9C37.~. / New Budding ~/ . Addition ..... Alteration .. ........ Demolition .... Other Work ......... (Descnptmn) · ..... . . . Fee. .. . . .... . .. .. ...... · .. (to be paid on filing th~s application) 5. If dwelhng;,n.,,umber,,., of dwelh~6~mts~o [ .... Number of dwelling units on each floor ............. Ifgarage, n ber of cars.,.. ..... ~ ............................ 6. If business, commercial or mixed occupancy,~ ~"specify nature and extent of each type of use ................ 7 D~menmons of existing structures, if any Front .... Rear ........... Depth ......... Hmght ... Number of Stones ....... Dunenmons of same structurelw~th alterations or addltmns Front .... Rear ............ ..... Number of Stones ............... Depth I.. Height ~.~ ...... ~ , ~.~.,.~. 8. D~menslonsofentlrenewcon}tructlon Front ~,~ . .. Rear ..... ~. ....... Depth Height ~ ~ ...... Number of Stones I ~ ~c~ . ~ ~,l~ ................ I5'~"'~-'~ ..... 9 Slzeoflot Front . _ ~ r~.~ .... Rear. .~.1..~o ........... j;)epth ..... ~ ......... 10. DateofPurchase Mc~.~n ~:~}7, l~[~J~ ..... Name of Former Owner ~.,c,~x c{ ~qq;,C. ........ 11 Zone or use district m wluch premises are situated ~c;~ J ~ ~_.~ vt~ (,,~ ....................... 12. Does proposed constructmn v~olate any zoning law, ordinance or regulation' Crc3 .............. ~.~. 13 Will lot be regraded . .t.~ 9 ........ Will excess fill b.e removed from premises Y~es 14 Name of Owner of premises[ ,'dhci~ I ~ ~c~r d?~ ~xrAddress~.O. ¢.~t~ ~.{:,~,~... Phone No. ?.¥.~'. Name of Architect Address .......... Phone No ...... Name of Contractor ~'~:C ~..~ ~'[ '(~'.<t~.~ .... Address ............. Phone No ' ' 15. Is this property locate, with~nl00 feet of a tidal wetland? * Yes ..... No .~.. · If yes, Southo]d Town rustees Perm,~t may be required. PLOT DIAGRAM Locate clearly and distinctly I buddings, whether existing or proposed, and. intimate all set-back dnnenslons from property lmes. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot I · STATE OF NEW YORK, ~ S S · . being duly sworn, deposes and says that he is the apphcani (Name of individual slgmng contract) above named (Contractor, agent, corporate officer, etc ) of smd owner or ownem, ~d m duly authored to perfom or have perfo~ed the smd work and to m~e and file t~ apphcatmn, that ~ s~tements contmed m thru apphcat~on am true to the best of h~s ~owledge and behef, and that thr work will be perfomed m ~e m~ner set fo~ m the apphcatmn filed ~erewith Sworn to before me this · .~-t~ ...... day of huIARY ,'UBLIC, Store e! Ne~ ~stdm~ ~n Suffolk County ~ ''C°unty ~ ~/f°/~//~ / ~.. ~.~. ~,nat_tlre of applicantl II I ' (~ Iq~,J SY N.L-,Iq,, iNIC:. IMPORTANT The information listed below is essential and must be read carefully prior to the construction of your Northeastern Log Home. PRELIMINARY PLANS Full sets of plans sent prior to the shipment of the building These plans are not to be used for construction purposes as the stamp placed on floor framing through elevation sheets explains. It ~s the customer's responsibility to forward copies to (STAMP SHOWN ON PRELIMINARY PLANS) THESE PLANS (ANNOI' BE(ttAN(;EI) IN TERMS OF APPLI(ABLE CODE~. HI)WEVER. PLANS ARE NOT TO BE ['SED FOR B[1LIIIN(; PI'RP()SES ~;INCF LOG NUMBERIN(, MA'~ NEED AI.TER- IN(; AT TIME OF MANI Fg(TI'RE CONSTRUCTION GUIDE both the contractor and building code official. Preliminary plans should be thoroughly checked by the customer and contractor in order to familiarize themselves with our building procedures and materials. If any discrepancies are found while reviewing the plans, notify your sales representative so the problem may be corrected An 8V2" x 11" paperback book sent with prehmlnaryand final sets of plans containing information concerning delivery, construction, and care of your Northeastern Log Home building. This book should be read by tractor prior to any construction and used as FINAL PLAN SETS Three full sets of plans to be used for building carrier when the building is trucked to the site, both the owner and the building con- a guide during construcbon purposes sent w~th the delivering or mailed to the owner when the building is transported by rail. It is the customer's responsibihty to forward two copies of the final plans and a copy of the construction guide to the contractor All plans are carefully checked before shipment, however, the possibility of human error does exist, therefore, the contractor must verify all dimensions shown on the plan prior to 8onstruction. Any discrepancies should be reported to your sales representabve before any construction begins. MATERIALS LIST An itemized list of materials included in your Northeastern Log Home package. All coded items (~-) should be inventoried thoroughly on delivery to determine if any damage has resulted during transit. Non-coded items should also be inventoried if those materials have been arranged at the building site in an orderly fashion to insure correct identification and accurate counting. If delivered by truck, any damage should be recorded on the receiving slip and returned with the driver to insure replace- ment or credit. With rail shipments, if any damage is noted, you must contact the railroad immediately and request a damage inspection report which is provided by the delivering railroad. In order to file a damage claim, it is imperative that you have a damage inspection report compiled. Once the item on the material list has been inventoried, any apparent shortages should be double checked, then discussed with your sales representative no later than 15 days after delivery. Also, please remember that once the materials package has been delivered, the responsibility of those materials rest solely with the customer so precautions against pilferage, fire and vandalism should be taken. STANDARD DETAIL SHEETS General details labeled sheets A-II placed at the end of the plans. These sheets must be studied by the contractor, bearing in mind they are general and that some details may not apply to your building. NOTES: Do not scale off these plans. Ample dimensions are shown on the plans to locate all ~tems Simple arithmetic may be used to determine the Iocahon of those items not d~mens~oned If your building ~s designed to meet BOCA BUILDING CODES, smoke detectors (supplied by others/ must be placed adjacent to the bedroom area. ALL LAG SCREWS AND BOLT CONNECTIONS ON BEAM TRUSSES AND OTHER STRUCTURAL MEMBERS TO BE INSPECTED PERIODICALLY AND RETIGHTENED IF NECESSARY NOTICE PRE CUT LOGS AND LOG SIDING ARE TREATED WITH AWOOD PRESERVATIVE CARE SHOULD BE USED WHFN HANDLrNG THIS MATERIAL AS THE PRESERVATIVE COULD CAUSE SKIN AND EYE IRRITATION PLEASE DO NOT MAKE ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT CONSULTING NORTHEASTERN LOG HOMES, INC. NORTHEASTERN ~/ILL NOT ASSUME ANY LIABILITY FOR STRUCTURAL DAMAGE RESULTING FROM CHANGES MADE TO THE PLANS OR BY SUBSTITUTION OF MATERIALS DIFFERENT FROM SPECIFICATION ON THE PLANS. UPPATE~ 32L5" 2B210 BEOROOM #1 ~2'-4"X~2'-t0" X 36L0" M-1t9 MUDROOM 8 '-2"X9' 4X6 , 4L~¥~"~,- 4~.~" C23 KITCHEN i2'-4"X~3'-0" 6X6 2-§XG BEAM 26 See B.O.C.A. RESEARCH REPORT "77-52" GENERAL NOTES NOTICE: TO COMPLY WITH LOCAL ENERGY CODES, THESE CONSTRUCTION REGUIREMENTS MUST GE MET. ROOF INSULATION MIN. FLOOR INSULATION MIN. [NOT REG. IF FOUNDATION WALLS ARE INSULATED) FOUNDATION INSULATION MIN. (NOT REQ. IF ~st FLOOR IS INSULATED) GLAZING: STORMS: DETAIL A ELEVATZON POST ~ BEAN Z~NTZFZCATZON SECT'r(~J AA ON ~H1'.7 28310 MULL I IBLO" LIVING ROOM 28310 MULL FIRST FLOOR ~2T M-II9 \ [; eye," PORCH WOOD FLOOR 2K4 CROSS RAIL~/A% %xe ,, ,,% gOLDETf I.t~O /# WATER ;UPPI. Y ~/~'~M C4NNOT E'XC~D 2/tO ~ ~ L~AD. PLAN PI. UMbER CERTIFICATION ON LEAD CO#TE/IIT BEFORE CERTIFI~4TE OF OCCUP,4iVCF 6X6 PORCH POST/'~ ~.,~- OCCUPANCY OR USE IS UN~WFUL WI~O~ CERTIFICUE OF OC~PANCY APPROVED AS NOTtrt NOTI~ BUI~ING DEPABTMGNT AT 765-~2 9 AM TO 4 PM ~ THE ~LLOWING INSPECTIONS: FOUNDATION ~WO ~EQ~RED ROUGH FRAMING ~ ~UMBING INSULATIOH FINAl CO~I~TRUCT~ON MUST COD~ NOT ~S~NS~LE ~ w"~°'%NDERSEN "~'(5 D NARROLINE . BEDFORB DRN GRJ cou~s DESIGNED TO MEET T~E B.O.C.A. BASIC BUILDING CODE PROJECT NAME MR. S MRS. MICHAEL BUNN DATEAuO, ~,G, iCG0 pLAN NO ~HT NO sGs-~osGG ,o^,~ ~/4'-,'-o' NE-:I0358 32L5' 28210 MULL BEDROOM #B OPEN TO ROOF 6X§ ~IALL BRACE ,/ LOG ROWS BEAM TRUSS iBLo' 36L0" 28210 HALL BATH 8'-2"X9' BALCONY VERTICAL2 SLAT RAIL 2B LOG CL. SECOND FLOOR PL BBBJO MULL BEDROOM #3 ~.2'-4"X 10 '-6" CL. CL. BEDROOM #4 t2'-4"X~2'-i0" 2! .DG .~.~RCH TRUSS ¥~12'~ 26L0' See B.O.C.A. RESEARCH REPORT "77-$2" GENERALNOTES 895-~0358 WINDOWS ANDERSEN NARROLINE BEDFORD CODES DESIGNED TO MEET THE B,O.C.A, BASIC BUILDING CODE pROJECT NAME MR.$ MRS. MICHAEL DUNN DATEAUG. lB, 1986 PLAN NO SHT NO SCALE i/4'=i'-O"NE-10358 #2 33L0" 36L7'' 32L?" 8Lo' WALL iD TOP ANCHOR BOLTS 6 -O,C. 4" FROM OUTSIDE EDGE OF WALL. 7L3~" i2Lg½'' BL0. 24"XB4" PIER ...... FOOTINGS (TYP) GLo" J DROP WALL TO GR mAT FIREPLACE ,, FIREPLACE 3-GXiO WOOD GIRDER ~ FOOTING 7L3~' MINIMUM iO" CONC. WALL OR TO LOCAL CODES, SEE SHEET A. 8" WIDE X 8" DEEP 6" 8L5" GIFIDER POCKET ~t ] iBL7" NOUNDATI ILO" j J3L3~' 4" REINF. CONC SLAB AT GARAGE AREA SLOPE TO DRAIN] ® )ROP WALL TO 80TTOM OF SLAB __ AT 9X70.H. DOOR SEE SHT A-I i I. 12-8~ d'~ C~/~ ~ ~ 38" X3B" X i~" DEER ~ER FOOTING WITH uONC. FILLED BY Oiq~ERS. W8 X 2I, A-3B STEEL GIRDER BY OTHERS 2L0' 9L9" 13L3~' 5 3/4" WIDE X 8 1/2" DEEP GIRDER POCKET 20" CONTINUOUS WALL FOOTING mm ~5 3/4" 6Lo' -- MINIMUM 8"DIA. CONC, PIERS 626'' ELEV. SAME AB ~=gUNDATION WALL REFER TO SHEET A" 6L9~' ]8Lo" 86L7' ON PI AN 895-10358 JOTES 'MIN. 7'-7" FOUNDATION WALL HEIGHT FROM TOP OF BLAB TO TOP OF FOUNDATION WALL. See BmO.C.A. RESEARCH REPORT "77-52" ONE HOUR FIRE RATED WALL , CEILINGS AND DOOR TO SEP/~RATE GARAGE AREA FROM HOUSE. MATERIALB BY OTHERB. WINDOWS DRN GRJ JCODES DESIGNED TO MEET THE B.O.C,A. CKg/~1 BAGIC BUILDING CODE MRS, MICHAEL DUNN °AT~EPT, i l, iaGO PLAN NO Slit NO JNE-i0358 #3 See B.O.C.A. RESEARCH REPORT "77-52" [ 1[ / START JOIST LAYOUT JB' OC AS SHONN. ~EFER TO SHT. REFER TO SHEET E'~ FOR STAIR DETAILS SINGLE AND DOUBLE JOIST HANGERS AT STAIRNELL ANO FIREPLACE BY OTHERS 1986 BY NORTHEASTERN LOG HOMES INC REVISION QATE I WINDOWS MODEL ~ROJECT NAME DATE 1 ~-'~ -~ ~ PLAN NO SHTN~ GENERALNOTES 36L0" [GLO' . ,cLGLG' + 2L8 ' *~L6 ' *CLG"'8 ' 'q_ ~"'" G-OX G -TI TNG I-RArvlTNG PI AN Cl- 26L0'~ 6L5' NOTCH LOG ROW t4. i-t/2" DEEP TO RECEIVE 4X8 CEILING JOISTS. REFER TO SHT. B 2-GXG LINTEL REOUIRED OVER ,ARCHWAY. THESE PLANS OANNOT BE OHANGED IN TERMS OF APPLIOABLE CODES HO%VEVER, PLANS ARE NOT TO BE USED FOR BI/ILDING PURPOSES SINCE LOG NUMBERING MAY I~IEED ALTER- ING AT TIME OF iVIANUFACTURE. [~ 19~ BY NORTHEASTERN LOG HOMES, INC WINDOWS CK~ CODES DESIGNED TO MEET THE B.0,C.A. BASIC BUILDING CODE pROJECT NAME SHT NO Ii 14L4" GENERAL NOTES See B.O.C.A. RESEARCH REPORT "77-52" TI~IESE PLANS CANNOT ME O~AI~GED IN TERNIM OF ADPLIOABLE OODES HOWEVER, ~LAN8 ..AI~E NOT TO BE .USED .FOR BUILDING PURPOSES SIBICE LOG 1NUMBERING MAY NEED ALTER- ING AT TIME OF MANUFACTURE, I WINDOWS MODEL PROJECT N~AME DATE j ~.~l~ -~ ~ PLAN NO SlitZ GENERAL NOTES See B.O.C,A, RESEARCH REPORT "77-52" FOg A 50# ~ ~ FOOT SNgl LOAD. ACTUAl. PITCH {ES) N~O TRU~ DIllEI~ZOI~ ARE FOR HN~FACTURTN~ PURPOSES O~LY 5/8'"¢X~,-:t/2' L~6 ~qERB TO FIT ~I'E~,. PLATI~. REg'D NZTH 7/:1.6' BTm ROOF SLOPES ,iRE NOT EXACT. THESE PLANS CANNOT BE CHANGED IN TERMS OF APPLICABLE CODES HOWEVER, pLANS ARE NOT TO BE USED FOR BUILDING PURPOSES SINCE LOG NUMBERING MAY NEED ALTER- ~}~ AT TII~TE OF MANUFACTURE. DO NOT INSULATE PORCH ROOF· RIP STRAPPING FRON 2XB STOCK. INSTALL VERTICALLY SR' O.C. TO HATCH THE THICKNESS DF DOUBLE HOOF, I WINDOWS MODEL PROJECTNAME DATE~,.{~3~.~ PLAN NO SHT~=~ CONTINUOUS RIDGE VENT- BY OTHERS APEX: MOOD FILLER ADD i-l~/~B' tB DOUBLE ROOF - SEE SHT. C . 7.,1" 6X8 PURLIN 4-3/B' X S' CARRIAGE BOLTS TO FIT 3/tS" STEEL PLATE S-TS RH-2 TA-3 6XS R-2 DX6 POST TO WALL w/B' LABS. SEE SHT. C ~9L5, RH-~. Iii ~ i~ TA-4 3-2X4 N/ ~/B' SPACERS TA-8 SECTION NOTCH LOG HALL B.OE F/ X4 PA"" / 4X8~ ~ ~-t/2 V-MATCH HANGER 1 / LAS ~XB POST TO LAB 4X6 POST TO B-2XB WALL w/ ~'LAGS. w/ 6' LAGS SEE BHT. C SCALE V-HATCH FLOOR ~1 Al ;N I ~-oxG', GLUED / ~_~.~ BOLTED. BLUEBV ,/B' x ,4' c*..ZAG~ I~U,,./~ ~AGGERED AS SHO"~ ..~ ~NUTS TO BE LOCAT~ !BOTTON OF 8XB'a AS SHOWN. 'DFTATI SCALE: GENERAL NOTES See BOCA RESEARCH REPORT "77-52" ROOF AND SUPPORT SYSTEH DESIGNED FOR A 50~ PER SQUARE FOOT SNOW LOAD. ROOF SLOPES ARE NOT EXACT, EXCEPT AS NOTED ON PLAN. ACTUAL PITCH(ES) AND TRUSS DIMENSIONS ARE FOR MANUFACTURING PURPOSES ONLY 5/B'~X2-~/2" LAG SCREWS TO FIT STEEL PLATES. PRE-DRILLING REG'D WITH 7/~8' BIT THESE PLANS CANNOT BE CHANGED IN TERMS OF APPLICABL~ CODES HOWEVER, pLANS ARE NOT TO BE ,USED FOR BUILDING. PURPOSES SINCE LOG NUMBERING MAY NEED ALTER- lNG AT TI1VIE OF MANUFACTURE. ~) 19~4 BY NORTHEASTERN LOG HOMES, INC REVISION WINDOWS MODEL PROJECT~AME SO^LE,~.~ ~ NE I See B.O,C.A, RESEARCH REPORT "77-$2" GENERALNOTES ICODEITIME J "¥ THESE PLANS OAiXTI~TOT BE CHANGED tN' q_'E~,Mi¢ ,d~l~' APPLICABLE CODES HOWEVER, j~'UANS A~,E NOT TO BE USED FO~ BUILDING PURPOSES SINCE LOG NUMBERING MAY NEED ALTER- ING AT TIME OF MANUFACTURE, ¢ )986 BY NORTHEAoTERN LOG HOMES INC REVISION WINDOWS MODEL CODES DAT~ I(.~ '~'~;~1~ PLAN NO NE ¢1 GENERAL NOTES See B.O.C.A. RESEARCH REPORT "77-52" L-1 K-1 H-i S- F- E- D- C- B- A-i 2'7-3/8" 3'3" 3'3" 3'3" U-3 T-3 Z-1 V-3 1 '2-1/2" 2'9" 0-3 BT-1 1'6" AT-i i'6" 3'8-1/4" V-4 T-4 R-3 Cfi R-4 o-3 I,, ,¢-4 P-3 4'5 (/ P-4 KT-1 2'1" KT-2 2'2-1/4" HT-I GT-I 7'7-5/8" FT-1 T0'3-3/4" ET-~ 12'1i-7/8" DT-I 6'4"I DT-2 CT-I 8'6"I CT-2 BT-2 7'9-1/2"I BT-3 f3'6" AT-2 15'6"t AT-3 5'9- Y-I X- ! '5~,.'1¢'' W- 1 6 ' 1 -3/4" 7"3/4" 6' 1-3/4" 6'7-W4" 8'1-1 Z-2 Y-2 X-2 d W-2 V-S T-5 ~1 3'5-I/2" S-4 Z-3 7'8" Y-3 6'9" X-3 7'8" W-3 6'9" V-6 7'8" U-6 6'9" T-6 7'8" S-5 6'9" 0-4 R-5 9, I o-s 11'7"1 P-S 9, I R-6 i3'11" J 0-5 ,e'~" I N-4 8'J 14' J M-4 13'I Q-6 13' 5'1" 15'6" 10'7" 9' d-4 3'6" ( j H-4 4'5" G-4 3'6" ( J F-4 4'5" E-4 L-S 9~ ' 6- I/2" NOTCH K-5 91'6-1/2" ,_l-S gl, 6- I/2" 3' I-3/4" H-S 91'6-1/2" 3'1-I/2' G-S 9:' 6- 1/2" F-5 9' F-6 D-S 13' L-6 K-6 4 d-6 H-6 G-6 E-5 5'8" J E-6 12'6" I D-4 13" i"I C-5 (J A-4 8,1 A-5 8'J A-6 4 5' 7'9" 12' 14' 7'i" 7~ ] A-7 4' 1" NOTE: ROOF SLOPES ARE NOT EXACT THESE PLANS CANNOT BE CHAI~GED IN 'I~E~,,)~J~ OF APPLICABLE CODES HOWEVEr, ~L~r,;rs A~,E NOT ~ BE ~SED ~0~ ~D'~LDZN~ PU~OSES S~C~ LOG NUMBERING MAY NEED ALTER- ~G AT TIME OF ~N~ACT~E. WINDOWS MODEL PROJECT NAME F1 ~. ?Mr4~. Pl~dq AC- t... DATE I O' ~(~ ~ PLAN NO SHTiN~ NE lobss, GENERAL NOTES See B.O.C.A. RESEARCH REPORT "77-52" NOTE: REFER TO HEAD G SILL DETAIL CF CASEMENT HINBOWS ON OETA[L SHT. 0-t BEFORE INSTALLING LOGS AT CASEMENT OR ANNINS HINDONS. NOTCHING IS REDUIREO ON EACH LOG AT THE BOTTOM OF THESE HINOOHS BEFORE LOSS ARE INSTALLED AT THE BIDES. THESE PLANS CANNOT BE CHANGED IN TERMS OF APPLICABLE CODES HOWEVER, pLANS ARE NOT TO BE USED FOR BUILDING PURPOSES SENCE LOG NUMBERING MAY NEED ALTER- lNG AT TIME OF MANUFACTURE. Z-4 X-4 V-7 I CT-S ~s' I CT-4 ~2' I CT-S ~2'S" [ BT-4 10'2'11 BT-5 t2'IBT-6 14' AI-Z~ IO I ~,-o 12' I AT-6 ......... 13' 3'3" (I NOTCH-,,/ Z-S 7'4" NOTCH/ Z-6 7'4-1/4" NOTCH/ I)z-7 3'3-1/4" Y-4 4'2" Y-5 7'4" Y-6 7'4-1/4" Y-7 4'2-1/4" 3'3" (I 3'1-3/4' X-5 7'4" 3'1-3/'4' X-6 7'4-1/4" 3'1-3/4" I )X-7 3'3-1/4" ~/-4 4'2" S'II' t4-S 7'4" 3'I-I/2' 1,,/- 6 7'4-1/4" 5'11' [4-7 4'2-1/4" 3'3" (I v-s 7'4" V-9 7'4-1/4" I)~ ~e 3'3-~/4" u-7 is'[ u-s ~2' I '>~ '" 11 5' 8' 1' 9' 12'6" 3~ hl-s lO' '1 H-6 .... 12'6"[ H-7 _ IS'6" I(I L-7 4'~" ,OTCH// b-8 6'8-1/4" NOTCh/ L-9 9'10" NO~-C~! b-~e 4'8"[) K-7 S' K-8 6'8-1/4" K-9 9' i0" K-lO 5'7" ICI J-7 4'1" 3'7/8'- J-8 6'8-1/4" d-9 9'10" 3'1-3/4' 8-10 4'8" I ) H-7 5' 4'3-3/4' H-8 6'8-1/4" H-9 9' 10" 3'1-1/2' H-lO 5'7" I (I e-7 4'~" e-s 6'8-~/4" G-9 9'10" 8-1o 4'8" I) F-7 10' I F-8 6' F-9 14'6-~/2"I F-10 4' I(I E-7 ~s'~" E-S 6'7-~/2"I E-9 ~"'1~ I D-6 7' I b-7 9' [:>-8 I1' I P-9 7'6-1/2" (I C-6 15'1" 6'1i' C-7 4'-'1'/Z" I C-8 is'l) B-6 12' I B-7 4' 3'5-W2' B-8 13'6-1/2"I B-9 S' ICI A-s s'I A-9 7'1" A-10 9'I A-ii 8'7-1/2"1) 1986 BY NORTHEARTERN LOG HOMES INC REVISION CODES NE NO GENERAL NOTES See B.O.C.A. RESEARCH REPORT "77-52" THESE PLANS CANNOT BE CHANGED IN TERMS OF APPLICABLE CODES HOVCEv~!t, £% ~.~. Ai~,~_ NOT TO USED FOt~, BU~LfJi[i~T~ PU~OSES S~CE LOG NUMBERING MAY NEED lNG AT T~E OF M~UFACT~E. GT-2 7'7-5/8" FT-2 10'3-3/4" E¥-2 12'11-7/8" DT-3 7'8"I DT-4 8' CT-6 12'6"I CT-7 8'5-1/2" BT-7 AT-7 8'9-1/2"t BT-8 Z-8 10 Y-8 X-8 i0 W-8 10 U-lO 9'1 V-Il T-10 10 9'1 3'5-1/2" 15' I AT-8 Z-9 12' 5'9-1/2" Y-9 10'1" X-9 11' W-9 ~1'11" V-12 12'10" 8'I U-12 5'9" U-11 I ~-8"I T-12 1 1 T-1 S-lt 6'I S-12 9'7" 12- 0' ] R-12 15'6" P-10 Q-Il 10'] Q-T2 ~3'1 Q-13 8'11-1/2" 6'9-~/2"] P-l~ 14'] P-12 11' o-9 ~s'6"1O-10 12'I 0-11 6'1" lo'5"1 N-10 12'I N-Il 12' N-9 H-8 L-1 1 5'8" K-11 4'9" d-li 5~8'' H-Il 4'9" 5'8" F-1 1 4'9" E-10 5'8" D-lO 4'9" C-9 S" I 8-10 L-12 6'3-1/2"I L-13 10' I L-14 9' d-12 i2'3-1/2" I 0-13 13' H-12 14'6"I H-13 9'10-1/2" G-12 1 0'9-1/2"I G-13 F-,2 9' I F-,3 ~o' I F-,4 E-Ii 6'3-1/2"I E-12 10' I E-13 B-10 5¢4-1/2'' A-12 8, I A-13 D-Il 13'1 D-12 I1'4-1/2" 8'5"1 0-11 13'6" I c-,2 7'6" ,0'1 B-,i 9'1 B-12 ,3'7" 6'1 ^-,4 9'1 A-15 9'5" NOTE: ROOF SLOPES ARE NOT EXACT , I , tcJ 1986 BY NORTHEASTERN LOG HOMES INC REVISION DATE See B.O.C.A. RESEARCH REPORT "77-52" NOTES L-t5 K-IS d-14 H-14 G-14 F-15 E-14 0-12 9'10" N-12 8'9" N-13 0'6"[ 'l-12 9'6 -t7 2'1" K-17 d-16 2'1" H-16 3' t6 2'1" F-17 3' ~6 2'1" 13'6" 0-15 THESE PLANS CANNOT B~ OHANOED IN TERMS 0'8' APPLiCABL~ CODES HOWEVER, ~ LA.~,IS ARE NOT TO BE USED FOR BUiLD,NC- PURPOSES SINCE LOG NUMBERING MAY NEED ALTEt~. /NO AT TIME OF MANUFACTURE. V-13 0'9-7/8" U-13 1 ' 8-7/8" T-13 2'7-7/8" 0-16 6'3/8" N-14 6'11-3/8" M-13 6'3/8" L-18 6'11-3/8" K-18 6'3/8" J-17 6'11-3/8" H-17 6'3/8" G-17 6'11-3/8" F-18 6'3/8" E-17 6'11-3/8" D-1S 6'3/8" C-1S 6 1-3/8" B-1S 6'3/8" A-18 6' 1-3/8" --S-13 1'6-7/8" --R-13 2'5-7/8" Q-14 3'4-7/8" 3 4'3-7/8" NOTE, ROOF SLOPES ARE NOT EXACT %~1 1986 BY NORTHEASTERN LOG HOMES INC REVISION ORAOE ~ PORCH - DECK FLOOR --2X8 SILL t/2" ANCHOR BOLT %C~NC. PIER EEL REINF. ROD *e'----FOOTING AS NEEDED DEPTH TO BELOW FROST TYP. CONCRETE PIER DIMENSIONS ON FOUNDATION PLAN ARE DESIGNED TO ALIGN FACE OF CONCRETE PIER W/ THE EDGE OF THE PORCH OR DECK FRAMING AS IN THE "TYPICAL CONC. PIER" DETAIL. ADJUST THE CONC. PIER LOCATION AS NEEDED TO CENTER THE WOOD POST ON THE CONCRETE PIER. PORCH-DECK PIER PORCH - DECK FLOOR GRADE BASE W/ ANCHORS BY OTHERS CONC. PIER~' REINF. ROD :OOTING AS NEEDED DEPTH TO BELOW FROST TYP. CONCRETE PIER W/ WOOD POST DETAILS SCALE: i/a"= 1'-0" RE-BAR J/S"x 18" ANCHOR BOLT SEE GENERAL NOTES ON THIS SHEET WATERPROOF EXTERIOR HALL BEFORE BACKFILLING I I/ 4" CONC. SLAB BE-? I_J / VAPOR SAR IER C.AIN TILE \ Irl / , / AS NEEDED FULL FOUNDATZON CONCRETE ~ALL NOTE: SET WOOD POST BACK 1" FROM EDGE OF SLAB TREATED Dx8 HOUSE SILL HOUSE CONC. WALL STEEL DOWELS AND/OR KEYWAY 6xS PORCH BASE N/ ANCHOR BY OTHERS 8" GRADE CONCRETE FROSTWALL PORCH-DECK CONCRETE SLAB SCALE: 1/2"= 1'-0" STOP i/2" PLY @ TOP OF THE 2x6 SILL LOG SIDING OVER i/2" PLY. Gx6 SILL AND SHOE ARE TO BE SET BACK 1/2" FROM OUTSIDE EDGE OF CONCRETE FROSTWALL CONC FROSTWALL STEEL DOWELS 4 AND/OR KEYWAY DAYLIGHT ,.¢ STUB LOG ROM "A" 2x@ SILL PLATE 2x6 STUDS 16" O.C. TO ALIGN W/ FLOOR JOISTS SHOE x6 P.T. SILL 4" CONC, SLAB /S"x I2"VAPOR BARRIER tHOR DOLT IL-BAR BALL FOOTING TILE BY OTHERS BASEMENT WALL GOALE: !./G"~ ~.'-0" iENERAL NOTES See BOCA RESEARCH REPORT "77-52" ALL FOOTINGS, CONCRETE MIXES, AND STEEL REINFORCEMENT ARE TO DE DETERMINED BY THE FOUNDATION CONTRACTOR PER LOCAL CODES AND SOIL CONDITIONS. IT IS EXTREMELY IMPORTANT THAT THE FOUNDATION BE "ON MEASURE" THE FOUNDATION PLAN BLUEPRINT WILL SHOW ALL NECESSARY DIMENSIONS, FOOTING SIZES AND LOCATIONS. GIRDER POCKET SIZES AND LOCATIONS, ANCHOR BOLT PLACEMENT. AND WALL ELEVATION CHANGES. YOU SHOULD CONSULT WITH YOUR CONTRACTOR ABOUT SUCH ITEMS AS: -WALL HEIGHT -BASEMENT WINDOW LOCATIONS NOTE: O0 NOT LOCATE BASEMENT WINDOWS OR DOORS UNDER GIRDERS, FIRST FLOOR SUPPORT PARTITIONS, OR FIRST FLOOR EXTERIOR DOORS. -BULKHEAD OR OUTSIDE ENTRANCE - UNDERGROUND OPENINGS SUCH AS FOR WATER. SEWERAGE, AND UTILITIES - INSULATING FOUNDATION WALLS AND HEATED SLABS. A STEEL GIRDER MAY BE DUBSTITUTED FOR THE WOO0 GIRDER IN OROER TO MINIMIZE THE NUMBER OF SUPPORT COLUMNS REBUIRED, PLEASE CONSULT YOUR NORTHEASTERN LOG HOMES' REPRESENTATIVE FOR STEEL SPECIFICATIONS. PLEASE DO NOT MAKE ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT CONSULTING NORTBEASTERN LOG HOMES INC. NORTHEASTERN WILL NOT ASSUME ANY LIABILITY FOR STRUCTURAL OAMAGE RESULTING FROM CHANGES MADE TO THE PLANS OR BY SUBSTITUTION OF MATERIALS DIFFERENT FROM SPECIFICATIONS ON THE PLANS. DETAILS ON THIS SHEET ARE GENERAL AND DO NOT APPLY TO ALL BUILDINGS. 6IRDE SCALE: 1/2'= l'-O" i/2"x 12" ANCHOR BOLT (TYP) SILL SEALER BY OTHERS TREATED SILL FOUNDATION WALL GIRDER ROCKET WITH MINIMUM 4" GEARING SURFACE BUILT-UP GIRDER NOTE: LAMINATE GIRDER AS SHOWN, SPLICES TO BE OVER THE POSTS. DETAIL MIN. 3' + CONCRETE FILLED STEEL COLUMN W/ METAL SASE AND CAP PLATES. MATERIALS BY OTHERS. Ex4 TREATED GARAGE SILL CONC. SLAB VAPOR BARRIER CONCRETE DEPTH TO BELOW FROST STEEL DOWELS AND/OR KEYWAY SHOE LOG" ,~r..~BRADE TRIM FROM 2x4 STOCK ANCHOR BOLT qE-BAR SOLID LOG GARAGE SILL DETAIL SCALE: 1/2'= 1'-0' 4" REINF,GARAGE 2x4 TREATED CONC. SLAB GARAGE SILL GRADE /~ "-I 7~"~//,-,'~//,<(//,· DEPTH TO BELOWiiO,.iT,~ ~iii~i~FROST FOUNDATIONtJPPLAN STEEL DOWELS 4'0,6, RE-BAR AND/OR KEY~ CONCRETE WALL DROP ~ OH. GARAGE DOOR SCALE: t/2"= t'-0' STANDARD DETAILS AS NOTED NE A 3-2X8 EXTERIOR O00R MIN. 7'-7" MASONRY TOP OF CONC, WALL MASONRY ROUGH OPENING WIDTH AS SPECIFIED ON FOUNDATION PLAN TREATED 2XlO OR 2Xi2 MASONRY ~ 8UCKS BY OTHERS. LINTEL / SUPPORT STUDS, RIP FROM 2X8 EXTEND SLAB OVER FROSTWALL AT ALL BASEMENT DOOR OPENINGS ROUGH OPENING HEIGHTS FOR ALL BASEMENT DOOR OPENINGS TO 8E A MINIMUM OF 7'-7" FROM THE TOP OF THE CONC. FLOOR SLAB TO THE TOP OF THE FOUNDATION NALL. WHEN DETERMINING MASONRY ROUGH OPENING HEIGHT, ALLOW FOR THE CONC. FLOOR SLAB TO EXTEND OVER THE FROST WALL AT THE DOOR OPENING. TREATED GX8 SILL 3-2X8 LINTEL GARAGE O.H. MASONRY R.O. DOOR MIN. 7'-7" FROM TOP OF WALL TO TOP OF CONC. FLOOR LINTEL SUPPORT STUDS, RIP FROM GXG, DOUBLE STUBS (AS SHOWN) REQUIRED IF LINTEL- SPAN IS GREATER THAN 7'-0". TOP OF CONC FLOOR TREATED BXlO OR 2X~G MASONRY BUCK BY OTHERS FROSTWALL WITH FOOTING 3-2X8 LINTEL SLIDING GLASS DOOR MASONRY ~LINTEL SUPPORT STUDS. SIR FROM 2X6. SINGLE STUD (AS SHONN) REOUIRED IF LINTEL SPAN IS LESS THAN OR EQUAL TO 7'-0". TOP OF CONC. FLOOR..~...~ CONC. FLOOR TYPICAL DOOR R.O. DETAILS SCALE GENERAL NOTES See BOCA RESEARCH REPORT "77-52" ALL CONCRETE MIXES AND CONCRETE REINF. SPECIFICATIONS TO BE DETERMINED BY FOUNOATION CONTRACTOR AS PER LOCAL CODES AND SOIL CONDITIONS. PLEASE DO NOT MAKE ANY STRUCTL~AL CHANGES TO THESE PLANS WITHOUT CONSULTING NORTHEASTERN LOG HOMES INC. NORTHEASTERN WILL NOT ASSUME ANY LIABILITY FOR STRUCTURAL DAMAGE RESULTING FROM CHANGES MADE TO THE PLANS OR BY SUBSTITUTION OF MATERIALS DIFFERENT FROM SPECIFICATION ON THE PLANS, IF FOUNDATION WALLS ARE 8",8UCKS TO BE RIPPED PROM 2X~O'S, IF JO" WALL, BUCKS TO BE RIPPED FROM 2Xl2'S. MASONRY BUCKS BY OTHERS. DETAILS ON THIS SHEET ARE GENERAL AND HAY NOT APPLY TO ALL BUILDINGS. TOP OF CONCRETE NALL ~ TREATED 2XB SILL 3-GXB ~, 3-2XB LINTEL , ~ LINTEL SUPPORT STUBS, TREATED 2XIO OR SXt2 MASONRY~/ ~ ~ (AS SHOWN) REQUIRED IF LINTEL R.O. / SPECIFIED ON FOUNDATION PLAN. % ~ SILL PLATE FROM BXS ~ SILL PLATE FROM GXS~ MASONRY BUCK BY OTHERS. ~ '~ TYPICAL WINDOW R.O. ~ TREATED 2X~O OR 2X12 MASONRY BUCKS BY OTHERS, BETAZLS SCALE 1/2" = t'-O" CONC WALL SILL PLATE, RIP FROM 2X6 EDGE TO BE FLUSH WITH CONC, WALL, EXTERIOR TRIM J FROM 3/4" V- MATCH CONC. WALL SILL DETAIL SCALE ! ~./2" = 1'-0" LOG SIDING 3-EX8 LINTEL-OUTSIDE EDGE TO BE FLUSH WITH CONCRETE WALL. FLASHING BY OTHERS EXTERIOR TRIM FROM 3/4" V-MATCH. HEAD DETAIL SCALE ! ~./2" =~'-0" TREATED 2XB SILL CONC, WALL EXTFRIOR TRIM FROM 3/4" V-MATCH TREATED GX~O OR BXt2 MASONRY ~ SUCK, BY OTHERS LINTEL SUPPORT STUD RiP FROM BXG. JA aB DETAIL SCALE t i/G" = ~'-0" c 1~4 BY NORTHEASTERN LOG HOMES INC :,.r, GRJ :CEE: FOUNDATION DETAILS ' - AS NOTED N E A-~ NOU~ WIMIM TYPiCAl ~y LC~ DF__TAI L ~P./xM I N~ ,50NEE: -~X4" = I '-0" LED6E. R. T~ E.,¢~ FLC~R. JOI~T I:Ol~.C H POGT PO~T NOTE.: , IkZ ' ET. i ~N610N DEGIL I:OST I~OT~: AL'FE~NKI~ I~L"I'~A/QOD~ 514E. ATHN~ AN~ a~P ~DDITIONAL 5TIF~5 TO THE F~R 5TSTEH. F:LOO2 NOTE: ~AS.E dOl,~ .D~" J.G. AT- 0 ~.,~ oUT NOTF-5: FI ~ ~P~GE oK~r. CIZILIN(5 F-IDJ~IMIN6 D~AII 2_:,~ 5PLI NC__ POST DFTAI 1 :~-" V- iVl),T~I-I I::ANgfi-LI M~ IkZ.'' 'V-MATCH IX~'T FIJiX)~ Cv ~RIDOVI~ DO'C/N) "FON~ UF-- OP' LO~ % IN.5IOF-. LO6 WALL OVEI~ 6x6 5PLI NC. IZO~---i DF_TAIL_ I NTED. IO[?-_ PAD'-FITION DF-iA I 1 50ALF-- ~/~ = I '- 0" PINE. P05~5 4-'To 6' APAP. T ,,-,-.=',,.~.-,,-~ .,..,~ ¢ *r-~- VEI2TICAL_ SLAT P_All TH F_ "OON.~Ti~.UC.TI 0 N F:~UI DI~~ 2. x4 CDO55D_A,I L DE. TAIl 2~.4 OANI~5 DCOP_.WA'Y LIGI--I-I-~W I-l-GM DETAIl ,.?:C~LF--: I"= I'-0" PI LASTF_I?-_ STUD l i [II-iii | i [I,Fi.k'l (I,,]-ili I I I [~}1-~I.1 [11 ii Iii,.1 Ii Tl,lI upPAT~ ....... 51-~. STANDAP-D DM---F'AI L5 t~ I ] , I GENERAL NOTES PUKLIN NOTCH. ~FE~ TO ~ ~ ~E C~TE~ o7~g ~ oF ~KE OgTAIL ~,~ S.EET X~ ~ ~' lC 1~ ~Y NORTHEAST~"N LO0 HOMES I OG GABLF. DeTAIl - STAN~P D~TAI~ NOT TO 5~LE NOT TO ~ ~CALE NOT$~LE I I COU~E~31N~ ~S I" P~D~ILL T~E ~ST Wlt~ ~ ~05% USE ~"~G~. ~ ~T~ ~ ~ IN~ WITH WA.L/ LAG8 LOCATEB AT T~.-IE AND AT ALL SPLICES. INTE~IOt~. 4 F__X-TF_I~.~OI~ POSTS N~,IL ix~ GTRAPpII4~ ~ pURLI~ TI,lEU Ir, IGLIL&TION 1'5 FI~OlYl "5" To ~P' 'n41cV... NAILS, T'42 pEblET'I~ATE 12UF. DI'I~ A Mll~_ OF poll= ~,AI2.N ~AIL~ I~,"r OTJ4E~S. )~'~' I:"E. LT PAPER, A,..%PHALT' ..~Hii,~,~LF_..,,.~- APPL.Y 'To N'~Ar4oFAGT'UP-,~R,~ ,,.~P~C,~. P-,ooF~N4~ NA~L,-~ BY o'KHE. R~ RIP ~ DRiP F-'AoIA I~oARD OuT' F"RoM e/4," V-M A`fOH WALL. o V ~R. I-4A N~ L-E.,N GT'N ~./-O'~ 0.0. 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