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HomeMy WebLinkAbout21067-z 4. FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24379 Date MAY 21, 1996 THIS CERTIFIES that the building ACCESSORY Location of Property 2920 ALBERSTON LANE GREENPORT NY House No. Street Hamlet County Tax Map No. 1000 Section 52 Block 4 Lot 1.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 6, 1992 pursuant to which Building Permit No. 21067-Z dated NOVEMBER 6, 1992 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 AN ACCESSORY GARAGE IN THE REAR YARD AS APPLIED FOR. The certificate is issued to GEORGE D. COSTELLO SR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N314131 MAY 16, 1994 PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 FORM X0.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N 2N9 21067Z Dote A)D..Vs- WA 19.gL. Permission is hereby granted to: A G ,.A,~-..... ....l~.d ot`premises located at ....s q. S2...........Sh ! 5. cy.- ~k1..,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y..... Z;sO R 4 Lr rs County Tax Map Nfo. 1000 Section ..'45..A Block ........©.q Lot No...,4.~!.`C..... pursuant to application dated A)A.(, 4r!3:. 4A4....... I 1951A., and approved by the Building] Inspector. Fee 3.90.....:7 .N`( J-0,-t-k Building Inspector Rev. 6/30/80 F (Its ti"*' Form No. G ~(N>7 C2 1 ' IL TOWN OF SOU'fItOLO VO 1 e BUILDING bCPAItTMI NT O TOWN OW owN tints S 765-1802 APPLICA'1'IoN FOR Ci:R•1'IFICATE OF OCCUPANCY iI A,'; This application must be filled in by typewriter Olt ink and submitted to the building d inspector with the following: for new building or new use: .1. Final survey of property with nceurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2, Final Approval from health Dept. of wnter supply and sewerage-disposa.l(S-9 form). 3. Approval of electrical installation from board of Fire Underwriters. i,4. Sworn statement from plumber certifying that the solder used in system contains less thnn 2/10 of 12 lead. 54 Commercial building, industrial building, multiple residences and slmilar bulidinga IF, and installations, a certificate of Code Compliance from architect or engineer responsible for the building,. .~•ir°~~ f6, Submit Planning Board Approval of completed site plan requirements. at, I(1 lll For existing buildings (prior to April 9, 1957) non-conforming users, or buildings and .X '!preexisting land uses: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features, ;;2. A properly completed application and a donsent to inspect signed by tile applicant. if a Certificate of occupancy is denled~ the Building Inspector shall state the s>>~~;reasons therefor in writing to the app.LLcrtnt. j qi j) 1 Fees Certificate of Occupancy -New Jwelling'$25.00, Additions to dwelling $25.00, g $25.00, Alterations to dwelling $7.5.00, Sw.lmmt»g pool $21.00, Accessory buLldLt Additions to accessory brtl]dLiq $21.00. Businesses $50.00. 26 Certificate of Occupancy on I'rn-exlsCing b'uildine - $100.00 3, Copy of. Certificate of Occupancy - $20.(10 k'.. 46 Updated Certificate of Occupancy - $50,00 S, Temporary', Certificate of Occupancy - Residential $15.00, Commercial $15.00 ~ Date / ,I %i -N!a Cottstruction.x Did Or Pre-existing Building. ' .0~k0-..~t!L f'D P,Ts~N..! An9..... GRU,WRQC, j Location of Property. Street Ilamlet 44 t;~ • Iloune No. h Abnulr or owners of Property. .l:?.~:~~~ `,4uhnty Tax Map No 1000, Section Ill ock................ Lot...................... .F.ll.ed Map. .Lot. ; p. SUbdidisia' ,F.' ; u hfiC ,ppq{........Appllcanta.~1:V,6.~.. s. S.T.~~~oi,S P e rm l t . mit No.a.l.Q.Gl7 Date of II .~.1. CO..r . X............. 'Underwriters Approval L:~ . ri 1 ftbb1th Dept. Approvnll.. fi'@ibnhing Board Approval.,..?X :a; • f x `"Y'spequest for. 'Cempor ry CertlClcute........... F.,i.nnl CL ti ce.. -rIFICA Submitted: y ~1+!! C!yF 1 'j % 5 3 3r?~ APPLICANT s .n sae ~3'~ ' 11,~V"~F'E1AtiV2tiJR, 9L'xVlE1l 1ffiU'"LV.tl~5l~. _ , a wilt O g~x Z,- hZ i t ro N. - ~ Q ~ ~ n ~ a e S ~ ,(ro(d~ ~ c - - ~ ~ w' Gy1 T ~ ~rM G'JUt m s 0 m it ~j Nj M • 1i` 3 r+.' N n fo -1 N. q j O H 'L1' N. Lq N « 01 ,U f Uf V U C B N L~ m i Z ° n ro ~ ~ m C° f~' [yam yyy +U M,. 6 t H m o m y, m Z rt ON c E Z s: Se mc~ IPA f k,- r .a # m c; M sl i~ E~ ~ H O Y .'d `n w i 3 ~E - - _ _ ~ N m f1 ' $ a_ 'r wwC zr ~ a 8 m 17 s I. x lµ:3. ~ E m ~ W f_YEi O "1 ~ I i t , f i ' s tk TTITUCK, NYRl 952 2031 GEORGE O, COSTELLO, SR. MANORTH FORK HOUSE ACCOUNT ddd - t~d'- - 2920 ALBERTSON LANE 1 ~1p GREENPORT, NEW YORK 11944 50.791/214 `.S rf l~w PAV a bpoEnoa _ L t DOLLARS t* 7!`rqW2~ ala~•'7Z ~traS~~ L s - , AUTHORIZED SIGNATURE .~'~3''rLLLL11yy 11000203111' 1:02L1,079121:1113226le,Oi,022 5m ~I r ~O~~gUFFO(,~cOG x Town Hall, 53095 Maln Road Fax (516) 765-1823 P. 0. Box 91971 Telephone (516) 765-1802 Southold, New York 1 NN124 ~ D FFICE OF THE BUILDING INSPECTOR copy TOWN OF SOUTHOLD BLDO DEPT. May 15 , 1996 TOWN OF SO OLD Mr. George Costello Sr. 2920 Albertson Lane Greenport, NY 11944 To Whom This May Concern: We are unable to complete your Certificate of occupancy because of the following reasons: xx An application for Certificate of occupancy is not on file. (Enclosed) No Underwriters Certificate on file. xx The check is not on file. $25.00 No Health Department Approval on file. No final inspection has been made. 'i No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 21067-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. o~osuFFOCk~o co Z Town Hall, 53095 Main Road 5 • Fax (516) 765-1823 P. O. Box 1179 y 0~ Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD May 15, 1996 Mr. George Costello Sr. 2920 Albertson Lane Greenport, NY 11944 To Whom This May Concern: We are unable to complete your Certificate of occupancy because of the following reasons: xx An application for Certificate of occupancy is not on file. (Enclosed) No Underwriters Certificate on file. xx The check is not on file. $25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 21067-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. M-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: d ~ DATE INSPECTO 765-1802 BUILDING DEPT. t_ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ j 1 ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 0 /~1,~z~i/z DATE ? INSPECTOR 7 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ) ROUG PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL REMARKS: as tge e~f~a2 - DATE INSPECTO M-1802 BUILDING DEPT. INSPECT.. re. IlFouw6ATION 1ST [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION j ] FRAMING j ] FINAL REMARKS: G'T> DATE INSPECTOR 'v~ 1i.~..1'' I;:u : . LJ:~ j~Dn: j~ C:-ti•1k.NI'~ OUNDATION _ (1st) 04 ti OUNDATIO)J (2nd) O OUCH FRAME -0 -PLUMBING I o Vl ._.1 ~-7 N m J n NSULATION PER N. Y. 4 STATE ENERGY CODE 112 v m _ F I:1 A L~ ADDITIONAL COMMENTS: s s'9G • s cam. - ~~f~~ rr? N ~ s _ a [ H .o O • m r m ^o H 9 FAlRW FATHER-BROWN ARCHITECTS &o DESIGNERS BOX 521,122 wont Street Garden Greenport, N.Y. 11944 516-477-9752 (fax) 516-477-0973 February 29, 1996 Mr. John Bufas, Building Inspector Southold Town Buuilding Department Mann Road Southold, N.Y. 11971 Re George Costello Garage BP # 21067Z Dear Mr. Bufas: At the request of Mr. Costello, I have prepared calculations for analysis of the above mentioned structure for compliance with theNew York State Energy Conservation Code. Based on the enclosed calculations, I have determined that the structure is in compliance. If you have any questions, please feel free to contact me. Thank you for your attention to this matter. Sincerely, Robert Brown, A.I.A. FAIRWEATIIF,R-BROWN ARCHITECTS & DESIGNERS BOX 521, 122 Front Street Garden Greenport, N.Y. 11944 516-477-9752 (fax) 516-477-0973 February 29, 1996 NYS ENERGY CONSERVATION CODE CALCULATIONS for George Costello 2920 Albertson La. Greenport, N.Y. 11944 Re: Building Permit No. 210672 Garage: Floor Area: 624s.f. Roof Area 624s.f Gross Wall Area 1,278s.f. Windows (4) @ 4'x 3' = 48.0s.f. (3) @ 1'6" x 3' = 13.5s.f. 61.5s.f. Doors (3) @ 2'8" x 6'8" =53.4s.f. Garage Dons (2) @ Tx 9' =126s.f. Net Wall Area 1,037s.f. 1n conformance with Section 7813 Part 4 of NYSECC, the heat loss for the non-conforming envelope of this structure will be analyzed in comparison to a conforming envelope of the same sized structure. Existing conditions: Uo(wall) - f(1 x 29)*(1037) + (9 x 077)*(1037)1 + Q2 x 61.5) + (19 x 53-4) + (.11 x 126) _ 127.8 1 - Costello Garage Energy Calculations Uo(wall) = 0.11 = Uo(roof) = I x 18) (624) + (,9 x 045) * (624) 624 Uo(roof) = 0.06 Slab edge is unansulated. HEAT LOSS CALCULATIONS: ACTUAL CONDITIONS: Walls: A 1 x 1278 x 65 = 9137.7 Roof: .06 x 624 x 65 = 2443.6 Slab Edge 1.2 x 1001.f. x 65 = 7800.0 Total 19,381.3 BTU/h MA}OI\I ALLOWED HEAT LOSS: Walls: .2 x 1278 x 65 = 16614 Roof: .05 x 624 x 65 = 2028 Insul. slab edge .53 x 100 x 65 = 3445 Total: 22,087.0 BTU/h Actual heat loss does not exceed allowed maximum, therefore this structure is in compliance with New York State Energy Conservation Code Section 7813 Part 4. 2 :>NI _l.lv`c'!W~l~7ryyp•JC'js~~ r 1 >V 014 puo d puod ~ 1 ~dw bm s f { v o as G,kA t~} S ~ ~ O m \O yNh W 'r . ~ O r- r r ; w ftl ~ }y d ~ W z ° . _ _ f G JF 1 •uD} Y ~'/Vr>_~ C7'OOZ- %Vi„C7f-F.f~.F>1'hJ Q Z FAIRWEATHER-BROWN ARCHITECTS & DESIGNERS BOX 521, 122 Front Street Garden Greenport, N.Y. 11944 516-477-9752 (fax) 516-477-0973 February 29, 1996 Mr. John Bufas, Building Inspector Southold Town Buuilding Department Main Road Southold, N.Y. 11971 Re George Costello Garage BP # 21067Z Dear Mr. Bufas: At the request of 1v&. Costello, I have prepared calculations for analysis of the above mentioned structure for compliance with theNew York State Energy Conservation Code. Based on the enclosed calculations, I have determined that the structure is in compliance. If you have any questions, please feel free to contact me. Thank you for your attention to this matter. IySi~ncerely, rT i~ Robert Brown, A.I.A. e FAIRWEATHER-BROWN ARCMTECTS & DESIGNERS BOX 521,122 Front Street Garden Greenport, N.Y. 11944 516-477-9752 (fax) 516477-0973 February 29, 1996 NYS ENERGY CONSERVATION CODE CALCULATIONS for George Costello 2920 Albertson La. Greenport, N.Y. 11944 Re: Building Permit No. 21067Z Garage: Floor Area: 624s.f. Roof Area 624s.f. Gross Wall Area 1,278s.f. Windows (4)@4'x3' = 48.0s.f. (3)@1'6"x3' = 13.5s.f. 61.5s.f. Doors (3) @ 2'8" x 6'8" =53.4s.f. Garage Doors (2) @ Tx 9' =126s.f. Net Wall Area 1,037s.f. In conformance with Section 7813 Part 4 of NYSECC, the heat loss for the non-conforming envelope of this structure will be analyzed in comparison to a conforming envelope of the same sized structure. Existing conditions: Uo(wall) = I( 1 x .29 *1 (1037)+ (.9 x .077)*(1037)) + (.32 x 61.5) + (.19 x 53.4) + (.11 x 126) _ 1278 1 Costello Garage Energy Calculations Uo(wall) = 0.11 Uo(roof) = (1 x 18) * (624).+ (.9 x.045) (624) _ 624 Uo(roof) = 0.06 Slab edge is uninsulated. HEAT LOSS CALCULATIONS: ACTUAL CONDITIONS: Walls: .11 x 1278 x 65 = 9137.7 Roof: .06 x 624 x 65 = 2443.6 Slab Edge 1.2 x 1001.f. x 65 = 87 00.0 Total 19,381.3 BTUIh MAXIMUM ALLOWED HEAT LOSS: Walls: .2 x 1278 x 65 = 16614 Roof: .05 x 624 x 65 = 2028 Insul, slab edge .53 x 100 x 65 = 3445 Total: 22,087.0 BTU/h Actual heat loss does not exceed allowed maximum, therefore this structure is in compliance with New York State Energy Conservation Code Section 7813 Part 4. / EF! Il Alin h 1 ..e„~m,2.sw~ Pry j 1,6 11 2 z U 11 B R TS o N L_ ANE*' 7 3 yrasn rio, ' U O u' '1 I to ; shad ~ (11 ~ ~ I t i I 1 ~ i O .n i O w N Z ~M u Q ~"d fo, ~ a it h p ' r o ~ $wc(n)py j p o n d V o n d y , • i FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 765-1802 Examined ...~.0 ~W.'r• .~P., 199 Received 19 Approved . r~'o. ~P • 19r1i Pennit No. Disapproved a/c (Building Inspector) APPLICATION FOR BUILDING PERMIT 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. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will 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 a 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, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Name of owner of premises FOR G C .....1) C.b ST. E 4.L,O. / . , S. J~.,r . (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. N/A. I . Electrician's License No. SAG >r.. E Lk-EC Y. IS . . Other Trade's License No. NIA, . Location of land on which proposed work will be done., . ....aUO......Al>r5E.RrsiSN..].ANZ .....G R.~.F, n?po2_r. /..N1..... 1.1.9.......... House Number Street Hamlet County Tax Map No. 1000 Section ....05 oP Block Lot .-M .0i. . j........ Subdivision Filed Map No. Lot............... (Name) State existing use and occupancy of premises and intended use and Occupancy of proposed construction: a. Existing use and occupancy ..O.tJ 1; . FA M . b. Intended use and occupancy t .r ~zWn Vi Sull~nl pw E $11i O'Wd (;ueal(dde Jo a-1n3euJIS) )1+4A~N 10 M plat %JkowN • NQl' N03~f18 D, AlunoO t._].d n Ss............ `1!19nd All ~b 61 ....aa `vA-J [\q.nl... Jo ,Cup....... FJ . 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Be sure to check your label code requirements f I (I cl r-) Study I'a'h? `r a 7 C) Quantity Size Description Board Feet and if required obtain a building permit. Omit steps 2 through 9 ifslob CV-IP is poured by contractor. 1 Pc. 2.4 - 14' Treated Wall Plate 9 ire 2. LO<Is a the garage an your lot conform lough code rFar menu nq,; •,I"`! 1'. H' ,tFn1G sTLC''lY Oplf AT WITH LOFT 5 Pcs. 2.4 - 12' Treated Wall Plate 40 F 1 a F•d ii!. A pOR THE Such a side and rear lot set backs. Allow enough roam For easy entrdnce, t •O 1 Pc. 2.4 - 8' Treated Wall Plate 5 exit or turn around. IJL' ,ny.~(, 3. Stoke out the foundation carefully be sure all earners are square, diagonal --IF y,I _ , Il,lr ; .Q UlF`,FD 78 Pcs. 2.4 - 8' Precut Studs 416 5 Pcs. 2.4 - 14' Studs, Gable 47 measurement should be equal. Remember that the dimensions on the plan 7 Pcs. 2x4 - 14' Wall Plates 65 re to outside of concrete and face of studs. 61u F'(IU11E?) +''ONCViF TE 4. Dig trench for Foundation wall also footing. Bottom of trench to extend 77CrtJG`d - •O I` IIPh, u; Ft'JMDlNG T~ 7 Pcs. 2x4 - 12' Wall Plates 56 6' below local frost line Call Building Inspector to check location -I If- 710 a`.o E/4't 1 Pc. 2.4 - 8' Wall Plates 5 6 Pcs. 2x4 - 14' Cripple Studs 56 and trenches before pouring concrete. t V I:' - r'T[.',1Cti'(1FV 1VIUST r '+~P,f 'Yd A 4 Pc,. 2x12- 10' Header over Door 80 5 Pour concrete footing or bottom of mence 8 high. Provide key in footing f}F 4 7 4Pi+. 4 f 'u! L.O. by inserting 211x4" in center of footing for taught of trench. Remove P. cc,l„,~ rtJ~; lalnt sl-IALL tvlhrT ;',.dpiE ~9 .Nr r1 l ti ~i~`-~'y~ 2 Pcs. 2x4 - 8' Header 11 2"x4" after concrete is set. 4 Pcs. 2x4 - 10' Blocking over Garage Door 27 6. Form both sides of concrete foundation wal l from rap of footing to a r e E4:411iTEIV9FS.1-I OF ThIE PI Y( P height 8" above established grade. Call Building Irepector to check L. 'ONSTMIQ71161V & ENIiRGY m 1`u L S'44x, 8 Pcs. 1.4- 12' Corner Braces 24 6 Pcs. 2x6 - 10' Garage Door Hardware Surround 60 wall farms before pouring concrete. _ ""ray 50H 8 Pcs. 2x12-12' Girder 192 "!"dB7RF10TI(3N fdVRRfBPs ~Ny, - j. Have local electrical contractor install conduit for electrical service HIV , j ^,~r h 2 Pcs. 2.6 - 12' Girder Plate 24 before concrete rete is poured ` ~ , -.r=Tu 20 Pcs. 2x8-12' Floor Joists 320 4 Pcs. 2x8 - 10' Floor Joists & Header 53 2 Pt,. 2.8 - 14' Box Sill 37 After forms are in place and securely braced, pour regdymix concrete _2~0, rein to the top of forms. Spading to insure total compaction and that all 2' fy t p 1 2 Pcs. 2x8 - 12' Box Sill 32 n t~ voids are filled. 10 Pd'. 41x81-3/4" T&G Plywood Floor 320 Sq. Ft. 7. Set anchor bolts in concrete tar--aced as shown an foundation plans IT2 ,F , I ( NO 13/4" in from edge of concrete and extending at least 2 1/2" above rop. ~.,`Sa 6 Pcs. 2x6 - 14' Rafter Ti. 84 12 Pcs. 2x4 - 14' Loft Wall Notes 112 of concrete. Space two bolts per plate minimum. y` f~ t ? J!-~',g'']~e,'`~ 6 Pcs. 2x4 - 12' Loft Wall Plates 48 8. Remove (arms alter concrete has set. he b Backfill ground exterior of walls J7u1GC~ " with sail. Interior of foundation should d be backFllled with gravel to within ~ ~ - 12 Pcs. 2x4 - 12' Loft Studs 96 12" From top of foundation wall. s ~s 24 Pcs. 2x4 - 8' Loft Studs 128 12 Pcs. 2.4 - 14' Loft Gable Studs (cut) 112 2 Pcs. 2x6 - 14' Rafter Ledger 28 9. Use 4" gravel fill over entire floor area and learn to within 6" of top of rear foundation wall and 8" of top at front to provide 2" putch for Floor slab. Pour concrete floor slab to thickness as shown on drawing. 2 Pcs. 2.6 - 16' Clerestory Header 32 i 1 Pc. 2.6 - 8' Stair Header 8 IF desired use 6'x6" 010 welded wire fabric reinforcing in the floor slab. 42 Pcs. 2x6 - 16' Rafters 672 30 Pcs. 4'x8'-1/2" CDX 24/0 Plywood Roof Sheathing 960 Sq. Ft. 10. Place 2"x4" treated bottom plate on top of bolts with edge of 2"x4"~-- - Flush with outside face of concrete and tap with o hammer over each I~ I ji III 148 L F -Gable Shingle Mold bolt to locate position of bolt holes. Drill 3/4" dig. holes in bottom 14$ L F. Ix8 Fascia & Rake 904 plate. Check by placing 2x4 over bolts and be sure that edge of 2x4 r is flash with face of concrete. 28 L F 1x8 Soffit - {top 6 x96"-3/8 Exterior Plywood Sofffl 32 5q. Fr,, Pos 16 x`~b°-3/$° Exterior Plywood Sof€i>'. ,>d Sq, lat. NOTE: Note that the walls are loyed out in at least two panels each. 3Y Pcs, 4'x9'Plywood Pane[ Sid[ng !With - This has been done for ease oFhandling the pre-assembled walls. II ew "'Vnriladl Grooves k°-a,o. _'P19R~85'"pha; Begin construction by assembling wall panels A, B, C and D, on the - - \S ~yvFljd~ )Ill I~ I~ \ ) 1 j j IIII ~jtl 3 Rolls 36" Wide Aluminum pail Kraft Paper - 74 L.F. "Z" Flashing I II A Bill V) Ap VU I r concrete garage slabs. Assemble all fan panels before tilting them up „h\7 A AAI into position. T 1 1 V L c fIII•~1 , III h1b~ I VI 11 1 ~1 of v~I~~4bu ~~Sl~ vN v, a1r p 3 Rolls 15X Roofing Felt f nl~ fls 11. Lay the predrilled 2'x4" bottom plate and one 2"x4" tap plate for panel "A" side by side and mark position of 2'x4" studs I6" on center 9 2/3 Sqs. 235X - Asphalt Shingles C' 1~ P~ 2 f as shown on panel elevation drawing (note that the first stud space an A ~I ~,I~ VIII V 1 A I,~ - tPt 1 "-7D-+t32u$Iass'Evsemeat Sash Window-Unit -5-- -26474L 1W 1{2=PmrrMg Sash Window Unit /Z 5 r each end of panels is measured from the outside face of stud to the \ 2 910x710 Sectional Up & Over Garage center line of the next stud). Assemble wall section"'A" using pre-cut / I, tF+vs=~( Door with track and all necessary Q ,r.o 2"x4" studs 7'-B 5/8" lang. Nail through top and bottom plates into studs using two 16 Penney nails of each connection. hardware ,i ` 1 -2/8x6/8-1-38" Garage Service Door Flush l 1() ' 12. Let-in bracing. Check panels for squareness. Lay the 1'x4" corner brace 64 L F 1x4 Door damM --21 on panel outer corner at fop panel down to bottom plate of a 45 degree angle. Mark 1"x4" position on each stud. With your circular power 44 I,rP Brick Mow Coring - saw cut into stud 3/4" at each mark. Using a chisel and hammer knock 64 L F( Door Stop 28 our the Piece of wood leaving a 3/4" recess into which you place the . P ' WixYwTrRn 54L,F bal II 32 L,F..`i IK4 ' - Window Trim - I"x4" corner brace and nail with two 8 penny nails of each stud and tap and bottom plate. ' 48 L„FA 1x4 - Corner Board - - 16 56 L, F, Ix3 Corner Board & Trim - 14 11 2 Pcs. 2x12- 14' Smir Stringer 56 Repeat steps 10 and 11 for panels "B", "C" and "D". 23. Nail and glue 3/4" plywood floor to 2'x8" joists. Stagger joints of 13. Now that you have the first four wall panels assembled you can start plywood so that joints on adjoining sheets do net occur on the some GENERAL N 0 Y E S 3 Pas. 2x10-.14' Stale Treads 70 the erection of the walls. Till up panel "A" and piece it in position joists. Nail 8 penny nails 6" on center on panel edges and 10" on center i Pa. 2x4 - 18' Stai"Post (out) 12 over the anchor bolts. Brace parcel securely with 2"x4" brace to at intermediate joists. 1. Design live loads. ground stake. Place washer and nut on anchor bolts and tighten dawn 24. Now that your deck is in place you have a good working surface on Roof ........................'p0 P.S.F. "3PC,.' -2x4-,14' - StaTt,(Myfng&Bloakjng 28 panel. Follow some procedure for panels "B", "C" and "D". which to work. If is suggested that you build the two gable panels and Ceiling 20 P.S.F. . IA4L.F, .Loft Roiling 14. Add four 2'x4" studs for beam support fight to the end of parial"D". four loft panels on the deck. Raise them into plumb position and brace. Living Area Floor . 40 P.S.F. NAI LS Repeat instructions numbers 10, 11, 12 for the assembly and erection Shaping Area Flour.....,,.,.,, 30 P.S. F. be of Is E and F. Add two 2'x6" header above stair and 2"x4" studs above stair opening. 2. Soil bearing capacity is assumed m be pone 2500 3 16s. 20d Common Nails Coated 15. As panels are erected you can add the 2"x4" fie plate. Lap at corners Nail 2"x6" continuous rafter ledger in place for support of lower roof 3. All concrete te used is to develop 19 be. 16d Common Nails Coated as shown on wall framing elevations. Nail with 16 Is 24" o minimum penny not rafters. comling strength in 28 days as Follows: center. 25. Cuffing ratters simplified by using the diagram provided on the plan. Feelings and W.1 Is - 30001.5.1. 3 Ids. lo^d~ Co.... Nails Coated 6 lb,. Ed Common Nails Coated 16. Assemble and erect from wall panels G, F1 and J. Following instructions Layout and cur o rafter to sire and clad: for accuracy. (Be sure to use Basement Slue - 2500 P,8.1. 14 Ira. Ed Galvanized Siding Nails numbers 10, 71, 12. the some rafter as a pattern to make all Mditional rafters). Garage Flaar and Somps - 4000 P.S.I. 2416s. 1 1/4" Glavanized Roofing Nails 17. Assemble garage door header using two 2"x12" cut No 91-4 1/2" long. 26. Erect and nail the lower roof rafters in place. Be sure rafters are plumb. Using a minimum 5 beg mix per ruble yard. Nailed together with 20 penny nails. Following the some procedure cut and erect the upper roof rafters. 4. All 2"x6" and larger firming lumher spans 4 16s. Ed Finish Nails 18. Nail 2x4 cripple each side of door opening. 27. Add 2'x4" gable studs as shown on framing elevations to lower roof are based on the use of No. 2 Spruce.Pine- I Pr. 3 1/2"x3 1/2" Dorn Butts 1 , Key In Knob Cylinder Lockset 19. Lift assembled header into position and rest on cripples and nail to gables. Add 2"x6" blocking for gable end overhang. Fir or equal having a modulus of closecity 22 1/2" did. x 12" Anchor Bolts with Nuts ofd panel studs using 76 penny nails. 28. Apply aluminum coated Kraft paper over outside stud wall if desired. aF 1,800,000 and a nomml duatign design 20. Add 2'x4" tie plate to top of remaining wall panels. Nail 2'x6" garage Start siding about 112" below top of foundation. Top edge can be nailed value of (f=1200) with a moisture content Washers 1. door hardware surround to inside face of cripples. into 2x4 at top. Nail siding with B penny non corrosive siding or casing not m axcaad 19 percent. 624 S.F. 6"x6"-X10 Wire Mesh 21. Make certain that all Girder posts and girder columns are in position. nails space 6" on center at panel edges and 12" on center at intermediate 5. Double floor joists under all parallel partitions. Assemble girder using four 2"x12", joints of wood girder members studs. Add any other framing necessary as shown on plan. Add R" flushing 6. Use 2-2x12 headers all exterior load CONCRETE FOUNDATION (Wall Height Figured at 3'-4" High) should be over column supports with splice plates about 2'-0" long where indicated. bearing openings - Unless orhe,.vise noted. 3 112, CG. Yds. Concrete for Footing nailed to each side. Nail girder together with two 20 Penney nails at 29. Apply 1/2" plywood sheathing over roof rafters starting at the bottom of 7. Determine the exact cabinet site on the job 8 Cu. Yds. Concrete for Walls each end . Stagger nail 20 penny nails 32" an center along top and the rafter. Stagger joints of roof sheathing so that joints on adjoining after the wall finish has been applied. bottom of header on both sides. Raise assembled girder into position over sheets do not occur an the same rafter. Check plan carefully to find S. Exterior wall dimensions are to outside of 7 Cu. Yds. Concrete for Floor posts. After girder is in position and level fasten to column plate out how far roof sheathing should extend out at gable ends. sheathing. Interior dimensions cb not include with lag screws. Nail 2"x6" plate to top of girder. drywall n,., ~ 9. Conform to all dimensions indicated in 22. Lay 211x8" loft floor joists 16" on center spanning tram rear wall across nppsy rxe msc a ono o /o p ywooa w preference to scoled dimensions from the center girder. The joist end should be set back 1 112" from outside face 30. Apply roof shingles (over felt if desired). Follow manufacturer's of rear wall to allow far the box sill. Nate that the first joist space is instructions in bundle. Extend shingles 3/4" beyond face of trim board, blueprint. NATIONAL PLAN SERVICE, INC. measured from the outside face of joist to the center line of the next and excess of shingles should be cut from inside only in order to maintain 10. While every attempt has been mode in the joist. Nail joists with 16 penny nails to top plate and girder. Double joists. a trim appearing edge. thpre e maparaktieron of this plan n t against h haumca at stair opening: Add 2'x8" box sill, along rear wall. 31. Trim out door opening with jambs and casing. Build stair as detailed ot error. man This plan has been prepared to meet pro- SH EEf NO. on plan. Install windows with bottom sill resting on 2'x4" sill plate. The contractor on roe job must check fessional standards of construction. A Place 2"x6" rafter ties 4B" on center spanning from front wall to girder. 32. Trim eaves and corners. Install doors. a1l1 l di dimension and derails and most be careful study of plan instructions and TOTAL 5 Rafter ties and floor joists should lop each other by a minimum of 4-1. Toe 33. Install garage overhead door following the manufacturer's instructions 1 1 . Provide ovide grou rou far or fault e. circuit protection for all nail rafter ties to wall and girder, and side nail to Flom joists. Add 21x8" included with the door package. dimensions is advised before starting work solid blacking between floor joists under center partition. 34. Paint or stain siding and trim as desired both room and exterior el echicol outlets. PROJECT PLAN No. 661 P- 2024 2~1_ pa 41I 401- 611 5'_41I II_41 o'I 6=2' G'-41 I1 SHIrI~LE MouILD I"xl1" psc1~ III ~IIII ill I llll, T/ -DD 4- 15 rFLy~lenD III,' eL. o-o N I I SLa6 pLY64). coF T/co11c, lv F1T III fah nh CJ EL.-D'-Z'I TPIM Q+C$i I I_- N S.M•r`L45NIN t - aNCHole eoLTS 9 x v r - ~ 2aS*sELF•te,.L as LT 0 5 tN Lfas t 8" 21 9Ys" lo' 9Vz" II'- la ail N J1 r 1 3V.u } TL. Q S~II u~LE mcuLP _ m ILL I) L o J L 6 •J Bp°K K S'I taNC. N I".8" Fi+SGIa III 177 77 7-7= esq.- rcyee IF I°Ka' ~ I°x4" Soil µpITloNt rv~J~rt p.o?kos moo- Ire L21l w9 G/o<1/0 pyEII J 1/o OyEPN~~aD i Slppltil~c, b{/ SE;cTIONn.I l'xaR ~oi.u.~ ume I i° ~°frd UI~EKCA1/~~"ED Ckcwes~4^o,c, III -1 ~JJ 4"colJC, 6LAB Uy/(o'arou -'~o .ulo I1- .-1 0 r Zo III Q J r A.r4,F, OVEL 4° C.Wwml- EASE _ _ ~'ll.l. clpAp6 t`J O = TIG WJG. SIAg DE, - ~O N QL. - o' 4" v La N i N = HIOTGN FOdi• b&--rbN 8° C W i FoR 7wu: p8o..n _ _ _ o - III III ul + I - - - - - - la 2''51 1011 `l"_ZP )III gl_1~I Zn ldl I_Il glZo IL~ u q,_Zu 2,011 FRONT ELEVATIO E VAT I 0 N SCC.L E I/411 = FOUNDATION PLAN Sc&L /4 u . 1 _ o o ANcJJOk e-e slItol.lc, W/44A10dwSE Z"m V I I 1 _ 1 _ ~z pLasH inic~ - - - 2/B L/B Pnok I ' tr.JrTlsiLl I_~wl I - - - - - - - - - - - - - - I T 11¢.,u? I v.yry vr+ v vrr LEFT SIDE ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION SCALE i15 it - I - 11 16611P-2024 ISHEET TOTAL 2 k-FTtire "AII - 21t4o" RAFTERS ls Ib°a,c, ~ 2"x4' TIE PL".TE 2 -011 IZAFT~k II a',4" TOP FL.TE _ Z"x4"STUD~b'O.G N I"x4" LET-1r1 BeAZNC Z L~ y f1~ d' 211.4" Bn o ~g n hV~'I IG' m N. 1(o'l m v' lila" M PLCTE " Ib 3h° II'-S' s eL ° " '1 b" Iro" n IYIII1 IY~ Ib b I~ b 6. 10 ly Ib' Y' ml . 4'~'T5' f'L hIOOD B' Im" Iu 6" Ib" I IV' v lo P N 3h Fmty L~cD 1 WLED I~ 4 0°L ~L M f 11 oil P-.NpL ILI, r. -71 To -211-t FIrz2 IT- 0'I Jo15T6 A do,c, 14 -o~ 31Y° _ 21,x4" TIE PLdTE - J,1 l' -4z~lK 12 ~h E/aM 2"x 4"'joP PLP-TE 9'h it 3h 4- 'In4 Fo m gE M U 2°t4"STUD g' Ib~ o.c, ~ I"x4" LET-ICI BPacIH~y r z r 2'-2^ z t- . r 211 4i1 BOTTOM P'wTE 2'Y4 Id''/i I"o I Id' Id' I~b' IU' Imo' `Ie" IL", 10" lo" IG" Iu" I"o Iv Iv I/oI' - o Ib° Ie" ho° Ill Iro 4111 o 16 16' ha Ia, Im" 1I6 uo' Iro" Ira' Imo' uo" Id' Iz'h' - - n EL F I3'- Fla ~I~ II - - u'-e~a'I paNEL a RIGHT SIDE --ELEVATION ION WALL FRAMING REAR ELEVATION ie°F7E0 'All,11 ELEVATIONS 21x4°TIE PLnTE ~~sLB I/4 _ I O" 1-2 -O' 11g4' To- FI+TE - - - - 211-4"S7yD; P .9 Ih" 2'~0%e' Ih" 21-..%Ye' I?a'' 2'-8%e'I Ih' 2-~I/Du N LL6 ~I K "1711 2.2'x 41" ME?GER f rTE 31_3/2" Loki , N w N T O d td III yn V N i'h u Iu' Im' Iv"emu b' IId' 12A ~ 2"x4°BOTTOM I°IAT~ 3'h" III'' NJL 13'h" 15Y8h Ib'/6° 6o° I0 vi Iw" II ~0 II I. ~4 II Ic II II9i it p II " _ e m' ra I Ij Ira ~I` I~ Ie Iv to /'2 n8'I D@.GIC F12PMIFI ? ~ II p 3_Sil LI_ q~/, vl_q./4n ~oNEL "OII 5a~,i Sl'O ai411 j 11'_On llL P - - 111x4" TL PTE FRONT WALL UPPER LEVEL NEL paJeL pll 3h" 9'-s" 14 0 -.r r °J4 2't4` 7-P pIXTE I2-o" 2.21iK12' Sra~ ?t41~ CT DIN g2sc lVa" .m ~ MI M Z' K4" GfCIpPLG =p O ~ J J - r m S s ~ ~1 21xg1 BoTTohq plA1E _ Iv" I4i' Iv" Iv" IAN Imp w w Y,° 16c° lm° 11 11 Ib° Ii IIw 21-10'I 15Yx" 2'+/41 Z4F-'K,';j i4 1 I"EVCS2 h,I_pil EL W G'" 3i31/41, z2 -Lgtw +l 1'411 9'-4vZn +7aspc2 Ls J ~ FauEL "H LEFT SIDE ELEVATI N ° FRONT ELE NT ELEVATION 66l P_-2024 TOTAL 5 ' I51--l %zII 0ap7ee haI 1 151- 31/4° RsFTEQ ° gll F/4 11 A -A V"~~ Y C` '40 Y A R o V Gig 0 d 9% N r ~ ` N m L S T Til N ` 4 J '~J~IM1 It n Ci 2 (C a SF- ?5/q ~5/a~ 2~~/B tl 3~/gN 11_'4°/811 4e~bll ROOF RAFTER DIMENSION DIAGRAM seA?L6 H~L~ SIZE 46I-oil 1-011 21_011 41-0i1 jh" i ~II_gi.ZU 3' - B Y2 'I 9h it m NE N~ M m 1B B o YP.c, v _7 0 N f " F "11- p 9 o~j J 10 J a IL- 7m 4. Zii 41 pop tl) V 3 _w 1Y J _ W N Y r - Ad r 14 ----n N L NSnPER 54 ~okT 41h~a5"~„ God, I 11 STL. COLS r n . Cod, M " II w II I II I I~ 7.•2 ab IIE~D2LZ m ~ jl/y Ip •q/f, 3ta° N N 911 31-0%" III 161_q'~4° sl_9~+I~ 31. Si pAIJGL 11011 FiL}JHL ZfI1-D 11 _ ~ ~ o. ~ / >L ' p = J N ill o I~ qb° w 1'-0~~ ovEIrHEAD a 32QGTIO µA1- PGOR H/ 7• Z'4 z1 „ .1.'sueeouNp Hsnbrzs oieYz L_I m m L_ it LwHr i T ILA 9'-4,21 4-Aosr LsN NT L'id '.i Il i l W L N° p~ tL 'J' rt6wa 1 F1 LOFT FLOOR PLAN FIRST FLOOR PL M /4PLAN 661 P-2024 ]SHEET 4 sos p Vin. I-oy Su.LF 1/44= 11• 14= It-gDll TOTAL 5 NlI k9I GC-w-70ucTlo+J ~1j.411 f'LAT~ 9&a&LE IEWb **A 7htz ca~IIS7RL ~Io~N sWwgLI: MouLb I (oil IIKB~I ~ACGP GHltilc~Ls 2'I K ra" block J cl 6+/4" Ma~lLb 5bll.icl - I(al' O, c, e/ell PLYkwb sc~FIT sNINFLs I.ioLLD ~FSGIA fib, m' o n Z^yIIK4N pLbTlfs 4! 1 , 5274 b ° -A' C-d.BL 61 OBUD , c S° Fdscle bD, ~IDluc~ 2 z41 it ~ ~ m v ~/e L rlaob~/s l' pLb. clLl-~~ Soil ZIL<~115L~~1 D ' a ~-YWceb sa~plT Z.Z~ixa~~ i ip v wl~Ole , ~ IJIi.ID~JN~ Iz P,PI~, MLD,- ~ ~ IZAIGE I/E-r. IL 2" 4" bLockllC~ 2.211.4" H~.p.DEems- _ I1'r 4 ° J0~ ~ ~ ~ ~ r SCALD I'yzN =II-oll +@/ 141NDohl ~(o WD. STOP m o ~ 2'K (ol R&FTER N 1rIERab 24.41 SILL S Im-1/ ~ HINDOI.I N 8 'Va ti_ y 'Slblrl 5,SA, Fl.ssu I,J~ q _ %2i1 PLYNea~ 21 .~}''S~LIk~c4Ub ~ 3 ' 4,11 9-2",( lk pbuy ~/J m ~trlck M'Lb, 1•. 2"A 4d STUD a SN 1 4 qLE MOULD IW p JS ob tf' zN%gl T°F. FL T I11 ~ ell Fe+SCIa, koc t ro o I°. q4" 01 dC- I'-o"oc. j p 2"x41' STUD 9/B'I Sx-r. SLY D JAMB 14MU SPIT - Ir. r11De fi tux OII oFTe¢ -to 5 i 41-0" LoHy 14,/111 Imo" o,c, r J u ' 1 3-a v 7A.1 5 S CdL r. li/T, II o 1_~II r N /4~'f ~(hICOD FLa~e I =r YA'iFLywwt> s? aA.T}liNci r r 2Lus ~&MD'r T µIycc,r ~V811ko TFIZI.^T41~l, 111 40ASTS sdx 4" U 211 11 6L it 21IK4"71r% IIZ FL.c ;Hln~ ~ lSAaLLDLE ~LocKl I~" 2-2 xB~T m 2N. B" doxclLL N"s B II 211r4~ FI.a7e i 2°•4' Tie ?II.41i 7c P p!cclA lac, I 4 i"Krt+ B / qI -PFL. slaluc n i VeNpL74-loop ~aNK4'I o/Ir,l' F=~ %I~I pgqLY4Ja~D 2°K4°IIFJLockl~lr~ _ ~ Z `~1 F T Owl To P FT S~ c~pao,ts~AP 4°0,c, cf . o,c, LL o o ! F= i I,h RAILf'T/ \211KIZIISTkIHCarf Z•?~Ix411 ~ ~ 7 OWIck M'Lb, m S -2 4" sTPD, 4 kollo,c, xlo T~`b."D 3h° LTL,cal, _ d o d 2~~4 57LD t 11A II c"' O, c , - I'r4 J4m I ~ or " 1 r 1'-al l Loud wb, -SI6 ~ o 4c, .lpap I / F- ~ p & m boaQ ~ t°- r- 451 DH,1q4 J .V N/ ciliI 1~Eob Al IF i ¢ Slhl~ .j _Zlly II 21x }T" Tkla?eD I F- / / r 21x4" Tlz~r.Tec blzlck riLb L°Koi4`~ oL W k F, Pl^s7s ~ / ZNK4uGLeaT 15oLTeD 211 To411 - ~I+JISNEO c1k°'DE l0 4u.~sMf3 - e ~~Q51oP ,N r ~T1,IISHED Glld-DE 4i 4= •o~ e g ~ p ~ o,Q - of J F ~g 9)I'coi.Nc. WoLLL a° ,411c}2.vIaL RdsE FDN HALL y K 8 Sol. rTcl 4 e Y F7cl cow- a' o.~ ap A o.~ ap A Gf24W N PAY IZED crl~ckEb P~. BUILDING SECTION M5Ae P. m-79 6 61 P- 2024 ISHEET 5 TOTAL 5