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HomeMy WebLinkAbout22130-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24013 Date NOVEMBER 3, 1995 THIS CERTIFIES that the building ADDITION & ALTERATIONS Location of Property 825 BUNGALOW LANE MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 123 Block 3 Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 31, 1994 pursuant to which Building Permit No. 22130-Z dated JUNE 16, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS & ADDITIONS TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID & ROSALIND GORDON (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-367465 - OCTOBER 20, 1995 PLUMBERS CERTIFICATION DATED OCT. 20, 1995-MATTITUCK PLUMBING & HEAT. Building Inspector Rev. 1/81 FORM NOA 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) l Date ?.~.....~F..........................., 19....94... f N® 22130 Z l I Permission Is hereby granted to: I E CLIFF BROFFMAN ARCHITECT - A/C - GORDON, DAVID & WF 4.9...HIGHWOOD.. RD.' FAST NORWICH, NY 11732 ft F CONSTRUCT ALTERATIONS, AND ADDITIONS TO EXISTING ONE FAMILY DWELLING AS to APPLIED FOR. N.Y. STATE DEC WAIVER 5/2/94 . BOARD OF TOWN TRUSTEE PERMIT #4305 0..ls..,..?Grp,n;1....~r.?.d....44n~...?.YP~..:a(.i~.. c?.,..~i1~?. ~ i 825 BUNGALOW LANE, MATTITUCR NY 11952 at premises located at County Tax Map No. 1000 Section .......123 Block ..........3 Lot No. ............lo............. ` pursuant to application dated .Y.. ~.l.r.........................., 19....94......., and approved by the f EE Building Inspector. f Fee $....645; 80........ z ~ ~ v~7~`'' g Inspector F i Rev. 6130/80 Form No. ~5 U•,~.!---•~.-.~~~w..°I:~'.'l TOUN OF SOUTUOLD C_e..... BUILDING DEPARTMENT 1995 TOWN HALL a 765-1802 Bux APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. L. Sworn statement from plumber certifying chat the solder used in system contains less than 2(10 of 19. lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate.of Code Compliance from architect or engineer. responsible for the building. 6., Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all propert! lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00. Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 6. Updated Certificate of Occupancy - .$50.00 5. Temporary Certificate of Occupancy - Residential $15.00•, ~Commercial $15.00 Date New Construction Old Or Prte-existing Building... Location of Property...6..!... l!~N.~!Q „ i.•"'.e( 4 Mouse No.. Street ~ \ hamlet Onwer or Owners of Property..?74V1.1?...4..5{ IJ.U... .f~Clhl1 :ounty Tax Map No 1000, Section... . Z ~J.....Bluck...... 3 ........Lot....../ . Subdivisi.on................ /....Filed Map..........//.ff.Lot..... ?ermit No..Z~Zl. •>v.....Date O//f~~rermit...AppIicnnt.6rp-~n, health Dept. Approval !~'/".4•............ Underwriters Approval `lanning Board Apnrovol • ?e quest for: Temporary Certificate Finn1 Certicace.... 7.. 0 Submitted: 5..... v ~5637q dw6 ~I!Gc . coy a4o 1 3 t 00 ^ En 47 p r VI gc m `2~ N ~r n ~ In x Q M la 0 it 1 1, 3 ~ o x s y^~ m P 0 f 8 F qt e c me. 4' cCl) {n~ i i N 8 a R R m 0 M-- 0 n V) N Ln O o-+3 Z N °a N ~ n rGn~ ~ m N E ~ w m~ (5 Ud R1 p n ° t+ m$ J 4 to z n r a ~ N C7 ' 1^ ui P n CC P Z. r d1 C c ~ bC m i ~ ^ kDD N r in W Ul 'G m m c m `x ® S 0 0 0 ~ o ~ ? ~ ~ ~ as 1 a en £ $ m c .L r o N ME z C T> ® on Ci zn Gl v~O. fi P' Va 0 m /v O _ mm N 1 $ n Gi x N 42 S:, m x n r z -D n ^E E 3 m A 71 z T g p w{~ m n 'S bri m " 0 1 A ` R z A z 2 uFi n o 3 a ID A C 0 Lnn 4 a Aw N A "0 o Z W i A S to w O A a a m m A w P Q> n x z QQ„ R ® ~b z6 f ~a o' .Z7 2 ~ , ~c o N np D A Y ; r_ S w a m O~c n0 OI d r O T ~m(y uDi R W N z ;c Y x a a z y~~ N E N 7 p~j m T 1 (n M S+ X It 30 N O Ss m~ S H y C~ £ A ~ S T y r N M ~¢su ,l;v aif f. +t~l % t ' 1 •d"~wb all, 58095 Main Road "I ! I-ie Pax (516) 705-1823 Box 1178 ~{l ~ut)foltl, Now York 11971 7 I ry Telephone (516) 765.1802 `p OFFICE OF THE BUILDING INSPECTOR (T k - TOWN OF SOUTHOLD OCT 2 0 1995 I. C E R T I F I C A T I O M ToW~OFSSfor. Y / DATE: G O 9 Qt,~h'pyrl~r~.~ 'T ttildf>ig>Permit No. ZZ130 ~Y~wtntlr~ F~SA•Lc"n1•~ ~(]q-yil~0~'lcs<~Ot.~ t ¢~i (please .print) ~ ,~umb~Ie!: v c ! t1 , `I = F ease print) el + i °fr R Ct s.r y ClixtiEy that the solder used in the water supply system bri i+ns 1ess than 2/10 of 1% lead. i, ,1?„ F la 1 (Plumbers re i f y~t., td,before me this F p y~ + l JY day of ?t~C er 19 f'~ )~sa ub11C Count it VM F. JACKSON Notary Public, State of New York sa + No. 492075,3 CluallBed in Suffolk CcuMy 3 Term Fxpirea Feb. 10, 19 o~~SUFFO(,~co COD Town Hall, 53095 Main Road "p Fax (516) 765-1823 P. 0. Box 91971 Telephone (516) 765-1802 Southold, New York 1 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD October 24, 1995 Cliff Broffman 49 Highwood Road 9 0 lqq~ East Norwich, NY 11732 Re. David Gordon - SCTM#1000-123-3-10 31 Prem: 825 Bungalow Lane, Mattituck NY renr,'. ' To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not on file. (Enclosed)** xx No Underwriters Certificate on file. The check is (outdated/not on file.)$25.00 No Health Department Approval on file. No final inspection has been made. xx No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 22130-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. - CO CANNOT BE ISSUED UNTIL AMENDED STAMPED PLANS ARE RECEIVED FROM ARCHITECT OR ENGINEER. 11 -4 -Zz Cliff Broffman - ARCHITECT '•r'~~' 4F BROP 49 Highwood Road East East Nonv(ch,,~.~~`ld732 ¢g EYE _ rwlch, N~ (5 16) 922-4 60" >B~S PX1Xo~lAV L1~ _ o Yale r- - LINa off 6;VE(e+fA0-JO ?-'.Jr;- I1Jlp hFlo~~ ~ ® ~ O IX, I p - U I TUNA o ~ x ~ m 8 ~ (E -4 I C~I,gll~ _ - Q 11 UAF. Ill t.3UIL.T IN- - - -2- a +,.8 2 ~„u I i ~ 11 A1~e ~ ~ ~ II , ~aO/ II 'r~l© I I a'-la ~'-I ti~ I I q I I I o~o~~g~FFO(,~cpG` VJ = Town Hall, 53095 Main Road p • Fax (516) 765-1823 y~lpl Telephone (516) 765-1802 R 0. Box New York 9 11971 Southold, N a~ OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD October 24, 1995 Cliff Broffman 49 Highwood Road East Norwich, NY 11732 Re: David Gordon - SCTM#1000-123-3-10 Prem: 825 Bungalow Lane, Mattituck NY To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not on file. (Enclosed)** xx No Underwriters Certificate on file. The check is (outdated/not on file.);25.00 No Health Department Approval on file. No final inspection has been made. xx No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 22130-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. - CO CANNOT BE ISSUED UNTIL AMENDED STAMPED PLANS ARE RECEIVED FROM ARCHITECT OR ENGINEER. ::Si C7iU;J L) A-. E COMMENTS m a 3 H y FOUNDATION (1st) > ~~Lt~. _ CG T T GAL/ FOUNDATION (2nd) 2. / S~ Y ~C~ C• ~z~ne. C ROUGH FRAME & 41Z 44 &4 PLUMBING 13 3. m m INSULATION PER N. Y. ^e STATE ENERGY CODE 5 11 A M- 4 i~ m y 4. FINAL _2,0 ADDITIONAL COMMENTS: m 4- to R5 (~P~ r1~ rE G+rr~f nC~D~_ ~APlcr1S ,to C 'x H ro~ 71 ' H H O G, ' x l m d m ro H M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: AA- DATE S/g INSPECTOR C I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:- 7 _ DATE _~~~~INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 011Ak DATE ~ r INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ OUCH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:, J, r7- DATE l INSPECTOR 4 765- BUILDING NSPECTION [ ] OUNDATION 1ST ( J ROUGH PLBG. FOUNDATION 2ND [ J INSULATION [ ] FRAMING (J FINAL REMARKS: I f DATE INSPECTOR M-1602 BUILDING DEPT. SPECTION I FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: D~~16 r„ DATE 3 INSPECTOR %-IIII DIVIIII)Ull ~Q.svt ra ~ ARCHITECT , ECO Ngrw>Ch, NY. 11732 go* ,1P t _ PICT 2 01995 (516)971-4160 ( r.. I BLDG. DEPT.. L ,-low N or sP' rl nU~ I= r ` Icy 41 NJ (IC I ~ G I I ` F 7-~, T~T?4 r _ NnX) lop, - 7 (d 4I , Q OU IUT I w VA L, r7 I I i ~1 ,~I 3;, II ~ `vn l r n I . G U~tiT r Cliff Droffman AIR CHITS C' TAY 49I-Wovood Rood , - - EcW Norwich, N.Y: 11732 f1 N"9! 'k~ (516) 922-4160 I$$ OI4111.dl.S ~Ihl(ou2 rq to 1,7yo 10,00 . 5 7 r7V/ v> ar OL- r._, _ , 4, UN i r Cliff Broffman, AIA (516) 922-4160 ARCHITECT 49 Highwood Road East Norwich, New York 11732 March 16, 1995 Department of Buildings Town of Southhold Town Hall 53095 Main Road P.O. Box 1179 Southold, N.Y. 11971 Attn: Mr. Tom Fisher re: Gordon Residence 825 Bungalow Lane j Mattituck NY 11953 Building Permit No. 22130 Approved 6/16/94 Dear Mr. Fisher: Enclosed please find (3) three sets of amended construction drawings for the above mentioned t- project: They have an new issue-date-of N6vember 15;;1924.< f The drawings shown revisions and amendments to the drawings originally filed and approved by you on June 16, 1994. 1114 The work to the house in general has decreased in size. We are no longer building over the f existing garage. The garage is to remain as existing. The additions at the front door and the dining room are the same in terms of square footage and footprint. The roof line has changed as indicated in the new elevations. i j The roof over the existing living room is not being replaced or made any higher than the existing roof. i The second story bedroom addition is a little smaller and its new roof line is considerably lower. The construction at the existing root cellar foundation has been reduced to one story instead of two stories as originally filed. This construction will all be outside space. It will be a sauna and outdoor shower both accessed from outside the house. i r This sauna and shower area has the one change that I wish to discuss with you. In order to enclose the sauna and shower with a privacy screen and to provide steps to get into the sauna and shower it was necessary to extend a deck structure ( 3'-4") three feet four inches beyond the existing root cellar foundation. You can see this on the plans on A-5 and on the sections on drawing A-9. This new deck is the one area that I felt might need further consideration since it increases the footprint of the outdoor deck area. It does not however go beyond the required set back line for the side yard as indicated on the site plan on drawing A-3. Should you have any questions regarding these changes please call me and I would be happy to discuss them with you or come by your office to review them with you in person. Thank you very much, lJl Cliff Broffman, RA Encl. CB.jk t - Cliff Broffman, AIA (516)922-4W ARCHITECT 49 Highwood Road East Norwich, New York 11732 March 22, 1995 MAR 2 3 1995 Board of Trustees Town of Southhold TOWN OF SOUTHOLD Town Hall 53095 Main Road P.O. Box 1179 Southold, N.Y. 11971~~ re: 825 Bungalow Lane b A v t D C~ 0 RDO Suffolk County Tax Map Data: 1000-123-3-10 €ULus.~ rovtty o5 ~ott'ttoLD -11-~ Dear Sirs: Enclosed is a copy of the revised siteplan for the project listed above. The revisions to the project have generally reduced the size of the additions. The footprint at the entrance deck and existing porch area are to remain the same. There is no longer any building being done over the existing garage. 10 S'' The second story addition is smaller in width, however will cantilever over the existing south a4 (front wall) wall for three feet instead of two feet. The other change in the footprint occurs at the existing foundation for the root cellar. This will no longer be a two story addition on top of the existing foundation. There will be a one story addition and an outdoor shower covering part of the existing foundation. This area requires a deck (with a privacy screen) extending 3'-4P beyond the existing foundation to the east and extending F-0" past the foundation to the south. This structure does not cross the required side yard set back nor is it building any closer to the water than the existing house. It was brought to my attention that these footprint changes might need your review, and approval. I know you are scheduled to review the dock and pool application for this residence on March 30, 1995. I hope you will be able to review these additions as well. Should you have any questions or need further information please call my office. Thank you for your consideration. I look forward to your decision. Cliff BEncl. CB.jk 06/01/1994 10:21 5169224865 BROFFMAN ARCHITECT PAGE 01 (516) 922•d160 Cliff BrOHmon, AIA 49 Hlghwood Road East Norwich. New York 11732 ARCHITECT F DATE: , JUaaC-~ [61 t4 A TO: TInpM A~9 ~I41r1~3 L -X `rOw o COMPANY: ~~'f MpL© ~~05 I`D `L3 FAX 0 c c O FROM: NO. OF PAGES: E, INCLUDING COVER; SHEET) MESSAGE: n~ ~'~3 L~ X171-t t--1-- s PROJECT NO.: 4~ TJu~?ro°c,ow L.a T IF THERE ARE ANY PROBLEMS RECEIVING THIS TRANSMISSION, PLEASE ,CONTACT THE SENDER IMMEDIATELY. 06/01/1994 10:21 5169224665 BROFFMAN ARCHITECT PAGE 02 New York State Department of Environmental Conservation BulldinggalTPUNY1StM98rook, New York 11790.2358 9b a9 ~ ~ Thomas C. Jodinq Date: Commissioner J2ec~, 7/ Re: Dear s1Lc. i ®/ite, l°" SeTa~ /Op~3 .9 /0 Based on the information you have submitted, the New York State Department of Environmental conservation has determined that: tl, a.d, ,al,e~w,.7 OOa?„ ,t~C.e, ~rti~,~c~ ~jtat~*,C- ~d~c.@. t~~.,~ ~c~2 d A4,4 ~~ew'M A&444' 'u, /995 IA- / ,emu ~u~ ~ GZ X25, Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20f wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. very truly yours, , ~ ' dl Deputy Regional Permit Administrator cc: C . rmu~,ti oa.~ on.<ey<I<C e.ow 06/01/1994 10:21 5169224865 BROFFMAN ARCHITECT PAGE 04 H a an C C#03 z vi I am ~0 W4 N N Q 4 - N C N of m a" -4 ~ O wZ O m v N~ v Z N (Z o coo O H v o z C003 06/01/1994 10:21 5169224065 BROFFMAN ARCHITECT PAGE 03 -~y,, t.E„• ' ...1 pe.~. X~, fir. ,J e., ~'ar~,?'t*.~,e~s~?",•.a?.~r x ~ rya; Board Of Southold Town Trustees SOUTHOLD, NEW YORK i PERMIT NO. 430.5 . DATE: .April- 30 ...1994 r p ISSUED TO ...........D.avid...Gor.don '91 Pursuant to the provisions of Chapter 615 of the Laws of U ;I 1 the State of New York, 1893; and Chapter 404 of the Laws of the / State of New York 1962; and the Southold Town Ordinance on- i titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM I LANDS UNDER TOWN WATERS;" and in accordance with the 4 Resolution of The Board adopted at a meeting held on ....April.Z8.,., t~ i 19..9.4., and in consideration of the sum of s...15Q..o(1. paid by r~ Cliff... Broffman-on..behalf ...of .David...Gor.don k d.'^ ;j of N. Y. and subject to the Terms and Conditions listed on Ae reverse side hereof, i of Southold Town Trustees authorizes and permi+s the following: to construct additions and alterations to residence as per a tii survey dated Dec. 7, 1993. Located Bungalow Lane, Matt. ,r # 'y all in accordance with the detailed specifications as presented in the originating application. y Ik i Rf IN WITNESS WHEREOF, The said Board of Trustees here- w 'j; by causes its Corporate Seal to be affixed, and these presents to \ be subscribed by a majority of the said Board as of this data. P . Lrs Trustees 54 BOARD OF HEALTH FORM NO. 1 3 SETS OF PLANS . TOWN OF SOUTHOLD SURVEY . BUILDING DEPARTMENT CHECK .~0_1 AZS............. TOWN HALL SEPTIC FORM SOUTHOLD, N.Y. 11971 TEL.: 765-1802 N IFY 1 CALL .q(2a:.Y/60........ Examined .(~Z r./. r......, 19,~. MAIL TO: Approved ../.~XT..... Permit No./.0 Disapproved a/c J... C / (Bui ing I ector) g MAY 3~ APPLICATION FOR BUILDING PERMIT 717 Date BLDG. DEPT. TOWN OF SOt1TFIOLD INSTRUCTIONS a. Tlus 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' s e " ns. - - - (Signa of applica , or name, if a corporation) p..fA'l(.IrztVt,<N.ll. ~12 (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician, plumber or builder. Name of owner of premises OAV LD....(POZ 4Q0.1i . (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 . e 2. .....N~r~V.. L Mct:1`V.4.. a~ House Number Street Hamlet 11 County Tax Map No. 1000 Section I Black Lot . Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~IIJ L r--.. ~s t-r ? L b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition • • • • . Alteration , , . , val . Demolition Other Work Remo (Description) 4. Estimated Cost. .l ©l~2Qv Fee...................................... (to be paid on filing this application) S. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars . 6. If business, commercial or mixed occupancy, specify ature and extent of each type of use . 7. Dimensions o exis ~i tt.... . . f.1..C'~ t..... Rear , , , Depth , , . Height ~i s, if any: Front ~~mpg '6.. Nurr structures, if of Stories ~i!!......S?~~ , . , t~ . 1............ Dimensions of same structure with alterations or Additions: Front . a P Rear . ~!z . Depth .......5.E , V` lw . I Height . ZeT Number of Stories . 8. Dimensions or entire new construction: Front . o Rear . ld ? Depth . 5.rRt'&. Height i>.r-r'.... ~.NumberofStories...t. 9. Size of lot: Front . 125 , , , , , , , , , , Rear • la's Depth s~ . . ,l 10. Date of Purchase one or used strict in which pr l~• ' . •mises e are • • situated ~ . . Former Owner i.. .....:.w 12. Does proposed construction violat any zoning law, ordinance or regulation: .I~+p.......' 13. Will lot be regraded N©, , , , , , , , Will excess fill be removed from p emis _,-Yes q rLcf ?'1<i?fih'C>- ' tai ' u, 14. Name of Owner of promises M lQ kV.Q~r1... , Address , :!OAF!' one, No:ra~~o; Name of Architect 1 LA i~. , , , , , , , , Address `~(F~~O1k111CN?41?A?.... Phone No,,,51& `.LzZ.4Mi0. , Name of Contractor Address Phone No............... . 15. Is this property within 300 feet of a tidal wetland? *Yes...... No......... *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all'i buildings, whether existing or proposed, and. indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. -WETLOAP5 1J4d6 CIS "JAC.1- 1.5,lbR y0 2NV AV 11;~-j,. thr, ~1 l K„ 1 Tr, ~ w~~ ~ ~ i l 1 t its ~ ; F ; WALL' i ityya • m -17TA .i C@i5 ! ! / l l t;, i I J a i. Gera. ~ \ i _l r ~CrJ.O ~ ~o or~ STATE OF NEW Y RIB S COIJNTY OF. ! • . • • • • • • • • being duly sworn, deposes and says that he is the applicant (Name of individual sign above named. ing contract) ~t pI He is theme . C ar-s gat ('~C'~~ (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1.... y of l.. 19 `IJq Notary Public, . County . I•SCOIT.iR (Signature of applicant) 0.4725089,gu of gouty T07m l€xpires Jyay 31, Ig TFt I S a t L t_ s IL 1~. s - IC~~.!_! Irv f. A ~.~i~4/`. Y ` TbNN/fVOPSOEPT. a,ko - - - - \ _ lfrHOlD L? -NOQTH 021VE 7 . a ~ . 612EA7 NE- Y. 11021 t 0,r, IJ '1f l'ti 1. 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ECEVATION5 SHOWN 0EFE2 TO MEAN 5EA LCVEi,upuIA 1 OF N r, P_Rvt41.5E IN llUtt~INO ZOltE R-40 IS~AhtD MOR.T~A66 CORP. 4 oo w r\ t: GUARANTIED TO 'MOR TITLE GUARANTEE r_0 AS SURVEYED DEC7 sc 1 vi ( t ~ t ¢ C\~, r ~ y ~ , r'" t \ ~ f. `r ' pr CVO ~ l5 ~t FE.z M~P N? 4~ tTK.1;J#G~ FI E (3 i 1V ~s BUFF pia cerws ~p ia; ig. 2 3 ~~a M1M? WeNPEC Gkl"14TEE AWED- DEC. V t4 l DWAfiOh 1\5 SURVEYED NW, 16 1967 n1 L~t3 _U A i i . ti~T 9 £ to ~11~1'''IB~I~GCIFyC3_-_~1. ~C~!•~ " D& C -1, I Q~ 9 Ds~ }i_LL-Yk'_- _ ti vlc 29 I g-gT!-i cggIV a GQEAT ht1~;N.Y. 1tQ2i t ~ r".. .1 i L` (•v,. . '+I f~KtL ` ~ \ \ ~M ~.tilytii Jf `..+ri~J {t }.1..%. N~~ ~,~y g FLOOD LOIN • G FLOOD ~T'• ~ ~ 0 . ,f,• - mJIE A•"!4co-L5)"-~ ~ { 1, f F'FNCE ALONG L!te 49 f' X E, - 3- wETL~ntps LIAd i 0 r EXlSTW¢ LANL~lN35 / { ti;,- fi_•; - _ E A Q T H F NE ~ V~ 1 f-STCCNOY ~S2e . k} 6' A . ^ x HO. tM 1 t £<AryD g~l`z' 1 r, t• o F2. I~i,~ i I t ~P p) FL. 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C`LE.{t(e"'-. 7fii"(Civ #0 t-W tom?, t9, ~ r - MN' WEN E L ' xtJAr~SJ7 E Amp Di~.2Q, iq~3 - ls" a ILA x i SL1Lt~1EY p '.Npv 16 1 ' K 7 7 t", ~t A-1 TITLE SHEET EET ZONING, LIST OF DI LIST OF DRAWINGS A-2 GENERAL NOTES NOTES HV AC,ELECTRICAL, ECTRICAL,PLUMBING A-2A GENERAL NOTES NOTES A-213 GENERAL NOTES NOTES N A-3 SITE PLAN A-4 CELLAR FLOOR PLP FLOOR PLAN A-5 FIRST FLOOR PLAN DOR PLAN A-6 SECOND FLOOR PLf FLOOR PLAN A-7 SECTIONS 1 A-8 ELEVATIONS DNS A-9 ELEVATIONS DNS A-10 WALL. SECTIONS CTIONS HEN PLAN A-11 3/8" KITCHEN PLAN 3/8" BATHROOM 1& IROOM 1&2 A-12 3/8" MASTER BATHI TER BATHROOM A-13 DOOR/ WINDOW/ FI 'INDOW/ FINISH /SCHEDULE A-14 STAIR DETAILS 3TAILS A-15 ROOF DECK DETAII !CK DETAILS A-16 FIRST FLOOR ELEC` OOR ELECTRICAL AND LIGHTING PLAN A-17 SECOND FLOOR ELI FLOOR ELECTRICAL AND LIGHTING PLAN ~p,L1~r.t~11~9t~n1~N3 A-18 LIGHTING SCHEDUI SCHEDULE MLFUIPA6~AyYVA6N S HATER UNES NEED TESTING BEFORE COVERING If copper tubing is w per tubing Is used water distributing PLUMBER CERTIFICATION for water distributh m; piping shell be ON LEAD C vMTENT G. FORE System; piping shell 01 ft"! or L ant ypse K or L en CERTIFICATE QF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD- A-a 01 IU-41 OCCUPANCY OR USI USE IS UNLAWFUL WITHOUT CERTIFICATE ul~vr 717.3• ~ y~~ WITH yJ_~,~r OF OCCUPANCY. A PRA A PR ED AS IV©TE® DATE: & DATE: B.P. / FEE M1105'IFY RWI!ID FEE: BY: NOTIFY BUILDING DEPARTMENT AT 785-1802 9 F 765-1802 9 AM TO R PM FOR THE rni I mmlWr iNCPF(:TIONS: 1. FOUNDATIC 1. FOUNDATION - TWOREQUiRED FOR POURE FOR POURED CONCRETE I 2. ROUGH - F 2. ROUGH - FRAMING & PLUMBING 3. INSULAT10I 3. INSULATION 4. FINAL - BE COMPLI 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOB C.D. All CONSTR All CONSTRUCTION SHALL MEET THE REQUIRI THE REQUIREMENTS OF THE N.Y. STATE CONS' STATE CONSTRUCTION & ENERGY CODES. NO1 DESIGN OR CI CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS tow IpMW, I ISSUED FOR PRICING 5/7/94 NO. ISSUE' DATE - z,IjI1..J qi~ ; hu h, co. *7Au MAfp t2,ATA loan: 123 3 123 3 0 ADDITION AND ALTERATIONS TO Existing Construction to Remain Z-~C GORDON RESIDENCE Existing Construction to be Removed ~A~~ ~~QQI~En 825 Bungalow Lane Matliluck, N.Y. Finished Wood pNT rxI Z~(ol + 70 ~~~reY Rough Wood Framing 2QAfL 501 60 + o ~c0~c~E J nr~~ la 1 Leo titre' 5c,"7,p Pc0~<iEr~ M~r~, CIJ C~ t I Iron Enec~ Earth SCI-JT, ffce71 r.I N•r E' Ihroe Gt71'7(Tb' E Cliff Broff man, AIA ~lpFi 15 ~ZO = 35 2~~ * 2oI 1 v,, $ Concrete ARCHITECT M~IhuH l+el6~+r 35 3h~ Plywood (Size as per Drawings) 49 Highwood Road MAX . ter Ccuee&Ce 20°10 ^1` East Norwich, N.Y. 11732 2 ~ILYII. X10 AFeA ALLcl,0F, O, (516) 922-4160 Steel txI,9T LOT 5IZ1, ";16 (o 5(P -;,6, 2r °(n % Zl~il `~4 ~ ptAl L 71°~I r Gravel Insulation (Batt -thickness as per draw no.) A61 DPNpVa - - - - SPECIFICATIONS SECOND FLOOR LOFT 12600 BTU/HR (18 FT. LONG) GENERAL PROVISIONS MASTER BEDROOM 10500 BTUIHR (15 FT. LONG) A', PROVIDELABOR,MATERIALS, EQUIPMENT AND SERVICES FORCOMPLETE GENERAL TOILET 4200 BTU/HR (6 FT. LONG) ELECTRICAL SYSTEMS AS SHOWN ON THESE DRAWINGS AND AS I REQUIRED BY APPLICABLE CITY, STATE AND FEDERAL CODES, THE PROPOSED SITE TO DRESSING 1 4200 BTU/HR (6 FT. LONG) INCLUDING OSHA. PAY ALL FEES, OBTAIN ALL CERTIFICATES. USE { L CONTRACTOR SHALL EXAMINE THE WORK AT THE PROPOS tFFECT HIS WORK. KICK SPACE HEATERS NEW, U.L. APPROVED EQUIPMENT. INCLUDE ALL TEMPORARY LIGHT DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT HIS W 3IFICATIONS TO CALL FOR 1. KICK SPACE HEATERS SHALL BE COMPLETE WITH HOT WATER HEATING COILS, G AND POWER DURING CONSTRUCTION. 2. IT IS THE INTENTION OF THIS SCOPE OF WORK SPECIFICATIONS' )N. FANS, GRILLE AND CONTROLS. KICK SPACE HEATER LOCATIONS AND B. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A NEAT AND FINISHED WORK; TESTED AND READY FOR OPERATION. WORKMANLIKE MANNER. 3. MATERIAL, EQUIPMENT AND SYSTEMS INSTALLED SHALL MEET Al [ALL MEET ALL PERTINENT CAPACITIES SHALL BE AS FOLLOWS: 3ENCIES, ALL APPLICABLE FIRST FLOOR C. ALL AFOR E RE H TENDED SE REQQUIREMENTS OF ALL RECOGNIZED APPROVAL AGENCIES, ALL CODES. NTGMATERI LS SHALL NAMES AND CATALOG QUALITY INDICATE THIS GRADE AND QUALITY. OBTAIN WRITTEN APPROVAL ALL FROM ARCHITECT FOR ANY SUBSTITUTIONS AFTER SUBMISSION OF 4. FOTHE CONTRACTR R THE COMPLETE HALL F ART ON OF AL LABOR, IEQQUIPMEN BUT HVAC UIPMENT AND MATERIALS KITCHEN 3 - ONE GALLON UNITS 3900 BTU/HR EACH LUDING, BUT NOT LIMITED SECOND FLOOR COMPLETE DATA ON ITEM SUBSTITUTED. TO, THE FOLLOWING: ;'L'URE, DUCTWORK, PIPING, MASTER BATH 2, ONE GALLON UNITS 3900 BTU/HR EACH ,1~F D. RENDER FULL COOPERATION TO OTHER TRADES WHERE WORK OF A. VERIFY ALL EXISTING CONDITIONS (LE., STRUC'T'URE, DUCT] w CONTRACTOR WILL BE INSTALLED IN CLOSE PROXIMITY TO WORK OF ETC.). PLUMBING OTHER TRADES. THIS CONTRACTOR SHALL ASSIST IN WORKING OUT 3 UNITS COMPLETE WITH SPACE CONDITIONS. IF CONTRACTOR INSTALLS WORK BEFORE H INSTALL NEW THRU-WALL` AIR CONDITIONING UNITS COMI TO SCHEDULE SHOWN 1. INSTALL PLUMBING FIXTURES WITH SOIL, WASTE, VENT, HOT AND COLD WATER COORDINATING WITH OTHERS OR CLAUSES INTERFERENCES, HE SHALL SLEEVES AND CONTROLS ACCORDING TO SCHED MAKE CHANGES NECESSARY TO CORRECT CONDITION WITHOUT EXTRA HEREINAFTER. PIPING IN LOCATIONS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. . CHARGE. C INSTALL NEW HOT WATER BASEBOARD HEATERS AC HEATERS ACCORDING TO 2 ALL EXPOSED WASTE AND WATER PIPING AT FIXTURES SHALL BE CHROME E. FOR EXACT LOCATION OF LIGHTING FIXTURES, RECEPTACLES AND SCHEDULE SHOWN HEREINAFTER. REPLACE CERTA ACE CERTAIN EXISTING PLATED WITH ESCUTCHEONS TO WALL TELEPHONE OUTLETS, REFER TO ARCHITECTURAL DRAWINGS. RADIATORS ON FIRST FLOOR WITH NEW BASEBOARD AND R 30ARD AND RECONNECT TO EXISTING HOT WATER MAIN AT BASEMENT CEILING. EILING. 3. SOIL AND WATER PIPING FOR SECOND FLOOR BATHROOM SHALL BE INSTALLED THRU FIRST FLOOR BROOM CLOSET TO BASEMENT CEILING AND CO - NNECT TO F. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING NECESSARY FOR ~ 'WORK AND WALL CAP. HOUSE DRAIN AT EXISTING CLEANOUT BEFORE HOUSE TRAP. THE PROPER INSTALLATION OF THIS WORK. THIS CONTRACTOR SHALL p INSTALL NEW 6" DIA. DRYER E73CHAUST DUCTWORK AND V REPAIR ANY DAMAGE DONE BY HIMSELF OR HIS WORKMEN, AND SHALL ,i STING ONLY, PROVIDE NEW 4. DISCONNECT WATER PIPING TO EXISTING SUBMERGED COIL IN HEATING BOILER COORDINATED HIS WORK WITH THAT OP OTHER CRAFTS. ALL WORK E. REUSE EXISTING HOT WATER BOILER FOR HEATING ONLY, \TERS COMPLETE WITH NEW AND PLUG CONNECTIONS. SHALL DE DONE TO THE SATISFACTION OF THE ARCHITECT. HOT WATER PIPE LOOP TO SECOND FLOOR HEATERS COMPL HOT WATER CIRCULATING PUMP, VALVES, VENTS, AND Cl ENTS, AND CONTROLS. . 1 5. INSTALL OIL FIRED STORAGE WATER HEATER AS MANUFACTURED BY PVI G SEQUENTIAL NUMBERS ARE FOR SEQUENTIAL IPHASESR(I.E,, 1 ONLY; AB h ER FLUE TO NEW CHIMNEY. INDUSTRIES MODEL NO. 25ON 125A-TPO. 125 GALLON STORAGE WITH NICKELSHIELD TANK LINING. FIRING RATE OF 1.4 GPH OF q2 FUEL 011. PHASES). ELECTRICAL CONTRACTOR SHALL CHECK IN FIELD FOR EXACTF CONNECT NEW DOMESTIC HOT WATER HEATER FLUE TO CONNECT TO EXISTING FUEL OIL SUPPLY TO HEATING BOILER WITH FILTER NUMBERS. IPIPIN H. AT ALL PANELS BEING USED, ELECTRICAL CONTRACTOR SHALL PROVIDE I HOT WATER PIPING SHALL BE TYPE "L" COPPER WITH 95-5 SOLDE' H 95-5 SOLDERED WROUGHT 6. INSTALL HOT AND COLD WATER PIPING TO SECOND FLOOR BATHROOM WITH 1" THICK PREMOLDED FIBER SEPARATE MAIN CONTROL VALVES AT BASEMENT WITH CONNECTIONS TO COLD NEW PANEL DIRECTORY. F COPPER FITTINGS. PIPING SHALL BE COVERED WITH I"THICK PRE, 'ARATE PRICE TO INSULATE WATER PRESSURE TANK DISCHARGE AND HOT WATER STORAGE HEATER, GLASS INSULATION. CONTRACTOR TO PROVIDE SEPARATE PRICE I. UPON ACCEPTANCE 05 CONTRACT, CONTRACTOR AGREES TO EXISTING HOT WATER PIPING. 7. PROVIDE CONNECTIONS AT NEW KITCHEN SINK FOR DISHWASHER WASTE AND GUARANTEE ALL HIS WORK AND EQUIPMENT FOR A PERIOD NOT LESS WATER. THAN ONE (I) YEAR FROM DATE OF INITIAL OPERATION. IN-LINE HOT WATER CIRCULATING PUMP MANUFACTURED EQUIPMENT SHALL CARRY FULL PERIOD OF MANUFACTURER'S GUARANTEE AND SHALL NOT BE LESS THAN ONE (1) 1. NEW IN-LINE CIRCULATING PUMP SHALL BE PROVIDED FOR HOT W 8. REMOVE EXISTING CLOTHES WASHER WASTE AND WATER PIPING iD FOR HOT WATER HEATING LOOP FOR SECOND FLOOR. YEAR. 9. REMOVE ALL GALVANIZED PIPING AND FITTINGS IN EXISTING DOMESTIC WATER PIPING AND REPLACE WITH TYPE "L" COPPER TUBING AND WROUGHT COPPER I. CONTRACTOR SHALL MAINTAIN SUCH LIMITS OF INSURANCE AS CONNECTION TO EXISTING WORK FITTINGS. DIRECTED UNDER GENERAL CONDITIONS. T IISTING WORK IN NEAT AND [STING WORK DISTURBED TO 10. INSTALL 1" THICK PREMOLDED PIPE INSULATIONS ON ALL NEW AND EXISTING K. TEMPORARY LIGHT AND POWER: PROVIDE AND FULLY MAINTAIN ALL I. CONTRACTOR MANNER, HCONNECT E SHALL NEW WORK TO EXISTING ORE EXISTING WORK ON). DOMESTIC WATER PIPING. CONSTRUCTION FOR TEMPORARY LIGHT AND POWER WITHIN THE ITS ORIGINAL CONDITION HA (INCLUDING ALSO INSTALLATION). CONSTRUCTION AREA DURING THE ENTIRE BUILDING PERIOD, FOR iMOVAL OF EXISTING PIPING, SAFETY OF PERSONNEL, UTILIZING THE EXISTING ELECTRIC SERVICE IN 2 CONTRACTOR SHALLINCLUDE ANY TEMPORARY REMOVAL OF E7 THE AREA AS ARRANGED WITH THE BUILDING OWNER BY THE DUCTS, CONDUIT, ETC., REQUIRED IK ORDER TO INSTALL NEW) (STALL NEW WORK, AS PART ELECTRICAL CONTRACTOR. OF HIS BID PRICE. L. LOCATION: DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL Contractor to include in bid the installation of Danfoss ARRANGEMENT OF SYSTEMS. CIRCUIT NUMBERS ARE FOR THRU WALL AIR CONDITIONERS Thermostatic Radiator Valves and pressure relief by-pass at IDENTIFICATION PURPOSES ONLY. FOR EXACT LOCATION OF LIGHTING IR CONDITIONERS COMPLETE radiators for the two existing radiators in first floor bedrooms. ,OOM CABINET, FRESH AIR FIXTURES, RECEPTACLES AND TELEPHONE OUTLETS REFER TO I. CONTRACTOR SHALL INSTALL NEW THRU-WALL AIR CONDITION HAVE MINIMUM CAPACITIES Valve to allow for independent control of radiator units. ARCHITECTURAL DRAWINGS. WHERE NEW WORK INTERRUPTS THE WITH SLEEVES, LOUVERS, COOLING CHASSIS, ROOM CABIN] EXISTING ELECTRICAL SYSTEM OR TELEPHONE SYSTEMS WHICH IS TO DS PER, FILTERS BELOAND W CONTROLS. UNITS SHALL HAVE MINIMI New master bed and bathroom to be on a second heating zone. REMAIN, EXISTING'- ELECTRICAL SYSTEM SHALL BE REARRANGED AS SCHEDULED : New loft area to be included on existing first floor zone. REQUIRED TO MAINTAIN CONTINUITY OF THE SYSTEM, FIRST FLOOR Contractor to include in bid price all materials and equipment for addition of new zone to existing ooner. tpuu p, M. RUBBISH: REMOVE, ALL RUBBISH FROM PREMISES AS OFTEN AS KITCHEN 18000 BTU/HR etc.) NECESSARY OR DIRECTED. ALL WORK AND EQUIPMENT SHALL BE DINING AREA 13000 BTU1HR CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME LIVING ROOM 18000 BTU/HR Contractor to have existing septic system inspected for existing _ OVER TO THE OWNER. t BEDROOM #1 7000 BTU/4R condition and new additional use. Provide owner with price for BEDROOM #2 7000 BTUI/HR option to install new leaching pool (overflow) as required. N. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR j APPROVAL PRIOR TO ORDERING AND INSTALLATION OF SAME, FOUR SAND FLOOR Contractor to include in bid price the installation of new storm COPIES OF EACH SUBMITTAL ARE REQUIRED. LOFT i 13000 BTU/HR drywell for roof runoff, as indicated on drawings. 0. 'Existing 1000 125/250V Service 3 Wire to be expanded to a new MASTER BEDROOM 9000 BTU/HR 200 A 125/250V 1 / - 3 wire service MASTER BATH 7000 BTIUIHR P. Provide a new 2M-Ampere- 42 Pole bolt on,circuit breaker panelboard- 125/250 - pn eRT1 CONVENORS - lphase-3 wire. Provide; adequpte amount single pole and two pole circuit breakers as BASE WITH ENCLOSURES, HEATING required.Ail branch circuitsI sliAll be "Romex! or equal complete with individual 1 BASEBOARD CONVECTORS SHALL BE COMPLETE WITH ENCLOt TS AND ELEMENT CRADLE I ISSUED FOR PRICING 5/7194 "ground wires.ELEMENTS, BACK PANELS, SUPPORT BRACKETS AND ELI VALVE END CAPS. ELEMENTS s EXPANSION CLIPS. ENCLOSURES SHALL INCLUDE VALVE END C S AND SHALL HAVE CAPACITY NO. ISSUE' DATE Q. Electrical system shall be grounded in accordance with the N.E.OL 1993 Article 250 SHALL BE 3144 COPPER TUBE WITH ALUMINUM FINS AND SHALL )NVECTOR CAPACITIES SHALL OF 700 BTU/H R. Receptacles 'shall be installed as per drawings and in conformance witm[he N.E.C. BB AS FOLLOWS. ADDITION AND ALTERATIONS TO 1993, Section 422 Receptacles shall be rated for 125 volt, 15 or 20 Amp with U i IaTRCT FLOOR GORDON RESIDENCE Ground. G~O. DINING AREA 12600 BT'U/HR (18FT. LONG) ONG) ,ONG) 4-'1- 1 3, 33 4 0 825 Bungalow Lane LIVING ROOM 18200 BT"U/HR (26 FT. LONG) J REMAIN 1 ! B i Mattltuck, N.Y, BEDROOM #1 EXISTIN© RADIATOR TO REMAIN JREMAIN N + - - - - BEDROOM #2 EXISTIIN U HR I(2 TFT, R LO MAIN BATH #1 e~~ BATH /l2 1400 BTU/HR (2 FT, LONG) )NG) ----fix _ Drz~ I 7-7 ° Cliff Broff man, AIA ARCHITECT - - I 1 IS-6 49 Highwood Road i East Norwich, N.Y. 11732 z z r (516) 922-4160 M '~(0) P, THE CONTRACTOR SHALL VISIT THE SITE FOR THE PROJECT THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE ALL LUMBER MUST BE SOUND, THOROUGHLY SEASONED, ALL SILLS AND GIR LLS AND GIRDERS ON TOP OF FOUNDATION WALLS AND BECOME, THOROUGHLY ACQUAINTED WITH THE WASTE MATERIAL FROM THE JOB SITE AND SWEEP IT THE CONTRACTOR SHALL AT ALL T AT ALL TIMES KEEP THE DEFORMED BARS, CONFORMING TO ASTM A615.60 GRADE WELL MANUFACTURED AND FREE FORM WARP AND LARGE AND PIERS SHALL E IERS SHALL BE LEVELED; SHIMMED UP WITH EXTENT OF TEE EXISTING CONDITIONS.' THE APPLICABLE BROOM CLEAN ON A DAILY BASIS, PREMISES FREE FROM ACCUMULATI ACCUMULATION OF WASTE 40. WELDED REINFORCEMENT SHALL CONFORM TO ASTM KNOTS. SHIMS AND THORC AND THOROUGHLY BEDDED IN CEMENT BEFORE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO UPON COMPLETION OF THE PROJECT THE CONTRACTOR MATERIALS OR RUBBISH BY HIS EMPLOYI HIS EMPLOYEES OR WORK. AT A185 AND A82. WALL SHEATHING I SHEATHING IS SET. OUTLINE THE WORK, BUT IT SHALL BE THE CONTRACTORS SHALL REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC., THE COMPLETION OF'THE WORK HE SH/ VORK HE SHALL REMOVE ALL ROUGH HARDWARE SUCH AS SPIKES, NAILS, BOLTS, OUT THE BUILDINGS AND ALL % SCREWS, BRIDLE IRONS, ETC., SHALL BE SUPPLIED AND SET PLATES SHALL BE C RESPONSIBILITY TO DETERMINE THE EXACT EXTENT OF FROM THE PREMISE AND THE ENTIRE AREA LEFT IN A: HIS RUBBISH FROM AND ABOUT THE BUI ,ND SURPLUS MATERIALS AND FOUNDATION WALLS WILL BE 12"POURED CONCRETE WITH d AS NECESSARY FOR THE PROPER EXECUTION OF THE LAP AT ALL COP S SHALL BE DOUBLE 2X4, 2X6 OR 2X8 WHICH SHALL 1T ALL CORNERS AND AT ALL INTERSECTING THE WORK BY PERSONAL FIELD OBSERVATIONS. IT SHALL NEAT AND CLEAN CONDITION THROUGHOUT. HIS TOOLS, SCAFFOLDING AND SURPLUS PREMISES "BROOM CLEAN" CONCRETE SLAB, ON 6' MIL. THICK POLY WORK. - PARTITIONS. ALL Sl 'IONS. ALL SUCH LAPS SHALL BE SECURELY SPIKED. BE UNDERSTOOD UPON SUBMITTING A BID THAT THE LEAVE THE BUILDINGS AND PREMISES "I .CONTRACTOR HAS VISITED THE SITE AND IS THOROUGHLY THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS, CONTINUOUS SHEET, ON 4" POROUS FILL AT GABLE ENDS ST' BLE ENDS STUDS MAY RUN FROM FLOOR TO ROOF, ACQUAINTED WITH THE WORK REQUIRED, AND IS SATISFACTORY TO THE BUILDING OWNER, AND THE PAINTING CONTRACTOR SHALL REMOV TALL REMOVE PUTTY STAINS _ I THE TOP OF EACH ! )P OF EACH STUD SHALL BE SECURELY NAILED TO INCLUDED IN HIS BID, TO COMPLY WITH THE INTENT OF DESIGNER, TOPROTECT THE WORKMEN AND THEBUILDING AND PAINT FROM ALL GLASS, ANI GLASS, AND REMQ,VE ALL DIG OUT ALL CLAY PITS`ATr"li' S~ Si'OTSIN"EXCAVATION 'i THE ENTIRE WORK SHALL BE ACCURATELY FRAMED THE RAKE RAFTERS \KE RAFTERS, THE APPLICABLE DRAWINGS., CODES AND SPECIFICATIONS. OCCUPANTS FROM HAZARDOUS CONDITIONS OR TEMPORARY (PROTECTION AND CLEAN AND CLEAN ALL FLOORS AT AREA. NEW FOOTINGS TO 'REST ON FIRM, VIRGIN SOIL PLUMB, LEVEL AND TRUE, WILL BE SPIKED, BRACED AND ACCIDENTS IN CONNECTION WITH THE WORK IN PROGRESS. COMPLETION. CAPABLE OF SUSTAINING A SAFE LOAD OF 2 TONS PER ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND ALL BUILDING AND LOT-LINES, GRADES AND ELEVATIONS SQUARE FOOT AT--A .WN DEPTH; BELOW 3'-6" FINAL TO ENSURE EVEN SETTLEMENT AND SHRINKAGE PROVIDE SOLID BRIT )E SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS ARE TO BE LOCATED BY A LICENSED SURVEYOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE THE CONTRACTOR IS CHARGED WITH THI iED WITH THE RESPONSIBILITY EXTERIOR GRADE MEASUREV, A'T'' LOWEST ELEVATION. THROUGHOUT. ! AND PLATES OF BE/ LATES OF BEARING PARTITIONS. 'IONS TO THE WORK DURING CONTRACTOR TO VERIFY.BJgRING'4`APACITY. - AND MAINTENANCE, OF THE WORK SITE, BUILDING AND ITS: OF PREVENTING DEPREDATIONS TO TH ANY FACILITIES. : THE CONTRACTOR AND HIS SUB,, ALL STAGES, AND IN SO FAR AS DILIGENT THE SHALL ADVISE CONTRACTOR THE SHALL NOT DESIGNER, " SCALLE-THE WRITING, DRAWINGS AS DILIGENT ATTENTION AND WHERE TIMBER DIMENSIONS ARE NOT SHOWN ON THE ALL PARTITION STU PREVENTING DAMAGE TO THE STEP FOOTINGS WHERE ELEVATION iy:b~ .nA NGES„ I VERTICAL DRAWINGS OR SPECIFIED, THEY SHALL BE PROPORTIONAL NOT MORE THAN 1RTITION STUDS SHALL BE 2" X 4" & 2" X 6" SPACED CONTRACTORS SHALL PROVIDE ALL THE TEMPORARY AND FORESIGHT WILL AVAIL, INPREVENTING 'ATURAL ELEMENTS. THIS TO 2 HORIZONTAL. 1 -B" MAXIMUMUN VERTICAL. i TO THE SIZES GIVEN OR AS REQUIRED BY THE BUILDING EXCEPT WHERE OT LORE THAN 16" ON CENTERS, SET THE 4" WAY, DISCREPANCIES OR CHANGES REQUIRED TO CONFORM TO OR PERMANENT GUARD RAILS, SUPPORTS, BRACING; BUILDING CAUSED BY NATURAL EL ALSO TO ALL MATERIALS, CODE, TO ENSURE SUBSTANTIAL CONSTRUCTION AND TO I' WHERE OTHERWISE SHOWN ON THE DRAWINGS. SITE CONDITIONS. LARGE SCALE DRAWINGS SUPERSEDE SHORING, ETC. NECESSARY TO MAINTAIN A SAFE WORK' RESPONSIBILITY EXTENDS ALSO TO / )N EQUIPMENT STORED ATTHE NO BACKFILLING, AGAINST FOUNDATION WALLS TO BE PROPERLY COMPLETE THE WORK. WITHDOUBLESTUD )OUBLE STUDS AT ENDS OF OPENINGS BETWEEN 3'-6" SMALL SCALE DRAWINGS. PLACE AND ALLOW FOR SAFE AND PROPER CONSTRUCTION SUPPLIES AND, CONSTRUCTION EQUIPMEN DONE UNTIL FIRST TIER OF.BEAMS;ARE IN PLACE. 'i AND 6'-0" AND TRII '-0" AND TRIPLE STUDS AT ENDS OF OPENINGS OF OF THE WORK. SITE OF THE WORK. ' ALL ITEMS SPECIFIED ARE INTENDED TO ESTABLISH HOUSE FRAMING SHALL BE PLATFORM TYPE WITH BOX GREATER WIDTH WI 'ER WIDTH WITH 2 X 4 OR 2 X 6 PLATES AND DOUBLE QUALITY OF WORK. PRODUCTS OF OTHER ANY DAMAGES TO EXISTING PARTITIONS, 'FLOORS, THE CONTRACTOR SHALL BE RESPONSIBL i RESPONSIBLE FOR VERIFYING IN CELLAR WALLS'THERE ARE TO BE NO HORIZONTAL , SILL, UNDERFLOORING SHALL EXTEND TO FACE OF FRAME, 2X 4OR2 X6TOPP R 2 X 6 TOP PLATES. MANUFACTURERS EQUAL IN DESIGN, COLOR AND CEILINGS, FINISHED WORK, FURNITUREAND FURNISHINGS, FIELD MEASUREMENTS BEFORE ORDERIN( IRE ORDERING MATERIALS AND JOINTS IN CONCRETE POURS, i AS DETAILED. QUALITY MAY BE SUBSTITUTED, IF APPROVED BY THE OR ANY PART OF THE BUILDING OR EQUIPMENT CAUSED ALL OPENINGS IN PENINGS IN INTERIOR PARTITIONS SHALL HAVE DESIGNER, IN WRITING PRIOR TO PURCHASE, AS MEETING BY THE WORK OF ANY CONTRACTOR OR HIS WORKMEN PREFABRICATED ITEMS. ANY NECESSAI VY NECESSARY ADJUSTMENTS PROVIDE SILL SEALER INSULATION BETWEEN PLATE AND FLOOR JOISTS SHALL BE DOUBLED UNDER ALL PARTITIONS JAMBS AND HEADS AND HEADS DOUBLE-FRAMED AS REQUIRED FOR ESTABLISHED DESIGN AND FUNCTION CRITERIA. SHALL BE MADE GOOD AT NO ADDITIONAL EXPENSE TO BETWEEN FIELD MEASUREMENTS OR :MENTS OR BETWEEN FIELD ALL FOUNDATION WALLS. ! WHICH RUN PARALLEL TO FLOOR JOISTS. DOUBLE JOISTS EXTERIOR OPENING: [OR OPENINGS. THE OWNER. MEASUREMENTS AND DRAWINGS SHAI SWINGS SHALL BE MADE IN SHALL BE SEPARATED AND BLOCKED AT 4' INTERVALS •RTITION PLATES SHALL LAP AT ALL INTERSECTING THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ACCORDANCE WITH THE DECISION OF TI iCISION OF THE ARCHITECT. . ANCHOR BOLTS SHALL BE 1/2" X 16" LONG AND LOCATED' WHERE PIPING OCCURS. ALL PARTITION PLA' 'IONS AND AT OUTSIDE WALLS, AND SHALL BE MATERIAL AND EQUIPMENT AS SHOWN, UNLESS THE CONTRACTOR SHALL GUARAN'I'IiH ALI. WORK AND, THE CONTRACTOR SHALL COORDINATEI 6-W-8'-0" MAXIMUM ON,CENTER AND V-0" MAX. FROM PARTITIONS AND A :)ORDINATE THE WORK OF ALL CORNERS. THERE SHALL BE ANCHOR BOLTS ON EITHER ! HEADERS AND TRIMMERS SHALL BE. DOUBLE. ALL SECURELY SPIKED. ELY SPIKED. OTHERWISE NOTED BY THE DESIGNER. ALL MATERIAL MATERIALS FOR A PERIOD OF ONE YEAR, FROM THE, dE TIMING AS NOT TO CAUSE SIDE OF'ANY OPENING AND AT,LEAST 2 BOLTS IN ANY ONE HEADERS AND TAIL BEAMS SHALL HAVE ENDS SUPPORTED SHALL BE NEW AND OF THE BEST QUALITY. TRADES AND SCHEDULE THE TIMING A ACCEPTANCE OF THE PROJECT, AGAINST DELAYS TO A1NY PHASE OF CONSTRUCTI CONSTRUCTION DUE TO LATE SILL.. f IN BRIDLE IRON HANGERS. WHEN PARTITIONS F PARTITIONS FRAME ON TOP OF THE SUB-FLOOR, THE THE CONTRACTOR SHALL INCLUDE ALL CUTTING, DEFECTIVE MATERIALS OF WORKMANSHIP. SCHEDULING IOF INTERCONNECTED WON NECTED WORK. - - I STUDS SHALL BEAR SHALL BEAR ON A SOLE PLATE AT LEAST 2" THICK. ,-DRILLING, AND PATCHING REQUIRED TO PERMIT THE - INSTALLATION OF HIS WORK. j. ALL BUILDING MATERIALS SHALL BE NEW AND BE THE, AFTER SUBSTANTIAL COMPLETION OF T LETTON OF THE PROJECT, THE END OF JOISTS RESTING ON GIRDERS OR ON BEARING APLETE ALL DEFECTS AND I THE WATERPROOFING CONTRACTOR SHALL EXAMINE THE PARTITIONS SHALL BE LAPPED NOT LESS THAN 4" NOR j CENTER BRIDGE ALI R BRIDGE ALL BEARING PARTITIONS. BEST MATERIAL AVAILABLE AND SHALL ARRIVE AT THEM, CONTRACTOR SHALL COMPLETE ALL 9NAL INSPECTION IN THE TIME SURFACES TO RECEIVE WATERPROOFING AND SHALL NOT MORE THAN 12" AND SHALL BE SECURELY NAILED TO ! EVERY EFFORT BEEN MADE BY THE ARCHITECT TO PLAN SITE IN SEALED CONTAINERS AND/OR HAVE GRADE MARK,, OMISSIONS NOTED AT THE FINAL INSPEC' APPLY ANY MATERIALS IF HE CONSIDERS THAT THE - PLACE AND TO EACH OTHER. i NO STUD SHALL BE HE INSPECTION. 1 ID SHALL BE CUT TO RECEIVE PIPING LARGER THAN THE BUILDING IN COMPLIANCE WITH THE LOCAL BUILDING ONPRODUCT. PERIOD AGREED UPON AT THE INSPECTR SURFACES ARE NOT IN PROPER CONDITION TO RECEIVE 1 " IN DIAMETER. IF i IAMETFR. IF THE RUNNING OF PIPES REQUIRES THE JG OF PLATES, PROPER PROVISIONS SHALL BE MADE r . AND PLUMBING CODES AND ORDINANCES. IT SHALL BE THE WATER PROOFING. FLOOR JOISTS SHALL BE CROSS BRIDGED WITH 5/5" X 3" CUTTING OF PLATES ING TOGETHER AND SUPPORTING ALL STRUCTURAL THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT ALL MATERIAL TO BE INSTALLED AS PER BRIDGING AT INTERVALS NOT TO EXCEED 8'-0" AND FORTYINGTOGETHI WALK THE SIGHT WITH THE APPLICATION OF ANY MATERIALS SHALL BE CONSIDERED i SECURELY NAILED AT EACH END WITH TWO 8D NAILS. MEMBERS AFFECTEI iRS AFFECTED BY SUCH CUTTING. CORNERS FOR HIMSELF WITH THE VARIOUS CODES AND ORDINANCES, MANUFACTURER'S RECOMMENDATIONS AND THE CONTRACTOR SHALL WALK THE MOMS SHALL BE FRAMED SOLID FOR GYPSUM BOARD. AND TO NOTIFY THE ARCHITECT PROMPTLY OF ANY SPECIFICATIONS, AND AS SHOWN ON DRAWINGS. OWNER TO SURVEY EXISTING CONDITR VIOLATIONS OR POSSIBLE VIOLATIONS WHICH MAY LOCATION OF TRESS AND SHRUBS TO BE {RUBS TO BE CONDITIONS AND REMOVED. VERIFY AS ACCEPTANCE OF THE SURFACES TO RETREATED. I BRIDGING SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ALL ROOMS SHALLB R ARE IN PLACE. APPEAR. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND 'EQUIPMENT SHALL CONFORM TO - REMOVE FROIM THE CONSTRUCTION SITE tUCTION SITE BRUSH DO NOT APPLY MEMBRANE WATERPROOFING ON WET , SHRUBS, ALL RAFTERS, JOISTS AND STUDS SHALL BE SET 12" AND APPLY PLYWOOD Wl PLYWOOD WITH FACE GRAIN AT RIGHT ANGLES TO THE CONTRACTOR SHALL COOPERATE FULLY WITH THE WHETHER SPECIFIED ON DRAWING OR NOT. DOWN TIMBER, RUBBISH, AND FENCES. VD FE - D FENCES. SURFACES. 1 I, 16" ON CENTERS, AS SHOWN ON DRAWINGS. SUPPORTS;LOCATEI ITS; LOCATE END JOINTS 'OVER SUPPORTS: STAGGER BUILDING AND PLUMBING INSPECTORS, AND SHALL NOTIFY DO NOT PERFORM WORK AT TEMPERATURES BELOW 35 END JOINTS: PROVI )INTS: PROVIDE I" BLOCKING UNDER JOINTS, AT THEM IN ADVANCE WHEN READY FOR INSPECTIONS. THE REMOVE TREF?S, FELLING AND CUTTING S JD CUTTING SAME IN SECTIONS DEGREES FAHRENHEIT. I THE CUTTINGS OF THE FLOOR JOISTS TO FACILITATE THE SIDES OF PANELS, U IF PANELS, UNLESS METAL H CLIPS CONTRACTOR SHALL NOT PROCEED FURTHER WITH ANY IN EACH CASE WHERE A SPECIFIC MANUFACTURER OR AND DISPOSINI'G AS SPECIFIED BY OWNED M BY OWNER. } INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH ARE USED: FASTEN 'ED: FASTEN 3/4 PLYWOOD WITH 6D NAILS: SPACE PRODUCT IS MENTIONED IN THESE SPECIFICATIONS, THE 6" ON CENTER AT ALL PANEL EDGES AND 8" ON CONTRACTOR SHALL NOT PROCEED FURTHER WITH ANlT CONTRACTOR WILL BASE HIS BID ON THAT FILL, TOPSOIIL, AND SEED DEPRESS 3D DEPRESSIONS MADE BY INSTALL MEMBRANES OR OTHER MATERIAL AS THE FOLLOWING LIMITATIONS: NAILS 6" ON CENTL RECOMMENDED BY THE MANUFACTURER. ! CENTER AT INTERMI LUMPS. 1. THE TOP OR BOTTOM EDGES OF JOISTS MAY WITH A LAYER OF 1: R AT INTERMEDIATE SUPPORTS. COVERSHEATHING WORK QUESTIONED BY THE INSPECTOR UNTIL SUCH MANUFACTURER OR PRODUCT. IT IS NOT THE INTENTION' REMOVAL OF TREES AND STUMPS. LAYER OF 15 LB. ROOFING FELT. QUESTION HAS BEEN SETTLED. OF T;Id# SPECIFICATION, HOWEVER, TO BE CLOSED AND IF IN ALL CASES THE WATERPROOFING MEMBRANES SHALL BE NOTCHED NOT TO EXCEED 2", EXCEPT BRANCHES, LEAVES, STUMP BE ONE PIECE INSTALLATION OR HAVE A JOINTING SYSTEM THAT THE NOTCHING OF 'TOP OR BOTTOM THE CONTRACTOR ELECTS HE MAY SUGGEST THE REMOVE FROM THE SITE BRANCHES, ALL WORK AND MATERIALS SHALL COMPLY WITH ALL SUBSTITUTION OF SIMILAR PRODUCT FOR THE REMNANTS, NND ALL TRASH, THE SITE H, THE SITE SHALL BE LEFT IN WHICH WILL ENSURE A WATERPROOF JOINT, EDGE OF JOIST IN THE MIDDLE THIRD OF ITS ALL EXTERIOR STU] ,'TERIOR STUD WALLS SHALL BE SHEATHED WITH APPLICABLE CODES, REGULATIONS AND BUILDING ARCHITECT'S OR OWNER'S APPROVAL. ORDERLY ANID NEAT CONDITION. ITION. SPAN WILL NOT BE PERMITTED. 3/4" THICK APA PHICK APA RATED SHEATHING . APPLIED REGULATIONS OR STANDARDS. AT EDGES TURN UP MEMBRANES TO THE TOP OF SLAB. HORIZONTALLY, LAI )NTALLY, LAID CLOSE WITH END JOINTS CENTERED IT SHALL BE T'HE RESPONSIBILITY OF THE IILITY OF THE CONTRACTOR TO BEFORE ANY WATERPROOFING OF FOUNDATION WALLS IS 2. IF CUTTING OF A FLOOR JOIST MORE THAN 2" ON STUDS, EACH BO, DS, EACH BOARD SECURED WITH 6D NAILS TO EACH ALL. CONSTRUCTION SHALL COMPLY FULLY WITH THE THE PLUMBING CONTRACTOR SHALL, AS PART OF HIS PROCURE DUIMPING FACILITIES OR 01 .IT1ES OR OTHER MEANS OF APPLIED, ALL SURFACES SHALL BE DRY, CLEAN AND FREE I IS FOUND NECESSARY, A HEADER THE FULL BEARING STUD 6" IG STUD 6" O.C. AT EDGES, 10" INTERMEDIATE. APPLICABLE PROVISIONS OF THE CONTRACT, MAKE APPLICATION TO THE LOCAL WATER DISPOSAL FOR ALL ITEMS SPECIFIED ' SPECIFIED TO BE REMOVED OF ALI, LOOSE MORTAR OR ANY MATERIAL. WHERE THE DEPTH OF THE BEAM SHALL BE CUT IN TO SHEATHING TO BE O ]ING TO BE COVERED WITH 151-11 BUILDING PAPER CODE AND APPROPRIATE REFEREMiCE SUPPLY UTILITY COMPANY TO GET THE REQUIRED SERVICE FROM THE SITE. FOUNDATION WALL IS OF CONCRETE, ALL THE WIRES I SUPPORT THE END OF THE DOISTS. DOUBLED AROUND ED AROUND OPENINGS AND EXTENDING BEHIND MANUALS. TO THE SITE. 1 SHALL BE CUT AND ALL SPACES AROUND SERVICE PIPES ! - TRIM. SHALL BE SEALED. 3. WHERE PIPES MUST PASS THROUGH JOISTS, ALL DOORS REQUIRED TO BE FIRE-RATED SHALL BEAR THE THE PLUMBING CONTRACTOR SHALL ALSO APPLY TO THE CONTRACTOR SHALL STRIP TOPSOIL 'P TOPSOIL TO AN AVERAGE HOLES SHALL BE DRILLED TO RECEIVE THE PROPER DULBSA E OF THE LABELS DOOR. AFFIXED TO THE STILE ON THE VARIOUS STATE ROADS, COUNTY, AND LOCAL HINGE SIDE OF DEPTH OF SIX INCHES WITHIN THE C THIN THE CONTRACT LIMITS THE WATERPROOFING OF THE FOUNDATION WALL SHALL PIPES. THE DIAMETER OF SUCH HOLES SHALL ALL EXTERIOR TRIM :TERIOR TRIM, FASCIA, ETC., SHALL BE . e AUTHORITIES HAVING JURISDICTION FOR PERMISSION OPEN UNLESS SPECIFIED DIFFERENTLY ON T ENTLY ON THE PLANS. PILE BE APPLIED FROM A LEVEL AT THE BOTTOM OF THE NOT BE MORE THAN 1/2" GREATER THAN THE FOOTINGS TO THE LEVEL OF THE FINISHED GRADE. OUTSIDE DIAMETER OF THE PIPE. ALL FIREPLACE MASONRY CONSTRUCTION SHALL COMPLY UP AND MAKE FINAL CONNECTION. ALL EXPENSES TOPSOIL FOR LATER USE. WHERE FOUNDATION WALLS ARE CONCRETE UP TO OR ALL NAILS SHALL B \LLS SHALL BE GALVANIZED FINISHING TYPE AND ,,,,,,T,,,,, INCURRED IN THE PERFORMANCE OF THIS WORK SHALL BE wil n =c I lu v PAID FOR BY THIS CONTRACTOR. CONTRACTOR SHALL EXCAVATE TO THE ?ATE TO THE ELEVATIONS AND NEAK UKADE LEVEL, I HE WA I bKPRUUVINU SHALL EXI ENU CEILING BEAMS SHALL SERVE AS TIES FOR THE RAFTERS ^~~^dj^ni.i. uc ru aMAl. as ru I I Icu Ur WI In E DRAWINGS. AT LEAST 6" ABOVE FINISHED GRADE. ! AND SHALL BE SECURELY NAILED TO THE RAFTERS, A COMPETENT PERSON SHALL BE IN DIRECT CHARGE AND DIMENSIONS SHOWN ON THE DRAWINGS rr SOFFITS TO BE STO BE s SUPERVISION OF THE WORK AND WORKMEN REQUIRED TO THE PLUMBING CONTRACTOR SHALL INSTALL METER; VD SUFFICIENT DISTANCE FROM NO BACKFILLING SHALL BE DONE UNTIL THE 'll RAFTERS SHALL BE SECURELY SPIKED TO THE PLATE. FULFILL THE WORK CALLED FOR ON THE APPLICABLE VALVES AND ALL ASSOCIATES PIPING, FITTINGS AND EXCAVATIONS SHALL EXTEND SUFFICIEN ALLOW FOR INSTALLATION OF WATERPROOFING HAS BEEN INSPECTED AND ACCEPTED BY OPPOSING RAFTERS SR&LLBE FRAMED DIRECTLY OPPOSITE DRAWINGS AND SPECIFICATIONS, FROM THE BEGINNINGTO APPURTENANCES IN ACCORDANCE WITH THE RULES OFi WALLS AND FOOTINGS TO ALLOW FOR I COMPLETION AND FINAL ACCEPTANCE OF THE PROJECT. THE UTILITY COMPANY. FORMS AND SERVICES. THE DEPARTMENTS INSPECTOR. ONLY DRY CLEAN EARTH EACH OTHER AT THE RIDGE. THERE SHALL BE RIDGE ALL WOOD POSTS, RI )OD POSTS, RESTING ON TOP OF CONCRETE WALLS, SHALL BE USED FOR THE BACKFILLING. BACKFILLING IS BOARD AT ALL RIDGES THE DEPTH OF THE RIDGE BOARD SHALL HAVE CLIP i A GREATER DEPTH WITHOUT TO BE WALL TAMPED AND GRADED TO PITCH AWAY FROM SHALL BE NOT LESS THAN THE CUT END OF THE ABUTTING BASE. ALL POSTS, RE HAVE CLIP ANGLE ANCHORAGE TO CONCRETE ILL POSTS, RESTING ON TOP OF STEEL BEAM, SHALL ALL WORK SHALL BE PREFORMED IN A WORKMAN LIKE UNDERGROUND WATER SERVICE PIPING SHALL BE AS HERE EXCAVATION$ CARRIED TO A GREATER FILLED WITH CONCRETE AT NO THE FOUNDATION WALLS. RAFTERS. MANNER BY SKILLED WORKMEN IN ACCORDANCE WITH IN SPECIFIED. AUTHORIZATIION$SHALL BE FILLED WITH R. HAVE CLIP ANGLES I 'LIP ANGLES BOLTED OR WELDED TO THE FLANGES THE BEST ACCEPTED TRADE, PRACTICES, STANDARDS, AND EXTRA COST'IFO THE OWNER. REQUIREMENTS FOR HEADERS AND TRIMMERS FOR ROOF OF THE STEEL BEA. i STEEL BEAM. BEARING PLATE AND MOISTURE IN ACCORDANCE WITH MANUFACTURERS' PLUMBING CONTRACTOR INSTALLING THE INCOMING iVE FROM THE CONSTRUCTION 'i THE STRUCTURAL STEEL BEAMS, COLUMNS AND LINTELS ~ FRAMING AROUND CHIMNEY SHALL HIE THE SAME AS I BARRIER SHALL BE I :R SHALL BE PROVIDED. RECOMMENDATIONS. WATER SERVICE MUST BE APPROVED BY THE LOCAL I CONTRACTORI SHALL REMOVE FROM TH WATER AUTHORITY.. SITE ALL UNSSUITABLE SOIL FORMATIO L FORMATIONS, DEBRIS, AND ! SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS. I REQUIRED FOR FLOORS__ ALL STRUCTURAL WOOD SHALL ALL STEEL SHALL CONFORM TO THE LATEST EDITION OF BE KEPT 2" BACK FROM CHIMNEYS. ALL ROOF AND WA. )OF AND WALL PLYWOOD PANELS SHALL BE 3/4" CONTRACTOR SHALL OBTAIN ELECTRICAL U NDERWRITERS - `EXCESS MATE'RJALS., THE A.S.T.M SPECIFICATIONS FOR STRUCTURAL GRADE. I i EXTERIOR CDX GR) OR COX GRADE, WITH EXTERIOR GLUE, SHALL CERTIFICATE. A COPY OF WHICH SHALL BE PROVIDED TO CONTRACTOR SHALL ALSO PERFORM ANY AND ALL - THE OWNER AT THE COMPLETION OF THE WORK. RESTORATION WORK REQUIRED TO COMPLETE THE BACKFILL SHAILLDE PLACED CAREFULLY CAREFULLY AGAINST WALLS. ALL STEEL SHALL BE SHOP PAINTED AND AFTER SETTING PROVIDE FIRESTOPPING AS PER CODE MEET THE REQUIRE THE U.S. PRODUCT -HE REQUIREMENTS, OF THE LATEST EDITION OF .S. PRODUCT STANDARD PS-I, AND SHALL BE 1 ISSUED FOR PRICING 517/94 INCOMING WATER SERVICE, INCLUDING BUT NOT LIMITED CARE SHALL BE TAKEN IN THE OPERA / THE OPERATION OF HEAVY SHALL BE PAINTED WITH ONE HEAVY COAT OF PAINT. REQUIREMENTS: SECTION 7 .ED AREAS. DO NOT BACKFILL IDENTIFIED WITH TI ,IED WITH THE APPROPRIATE GRADE TRADEMARK THE CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL TO, REPLACEMENT OF ANY PAVEMENT, SIDEWALKS,; EQUIPMENT OVER BACKFILLED AREAS I .LS UNTIL FIRST FLOOR, FLOOR ALL LUMBER AND CONNECTIONS SHALL BE IN OF THE AMERICA. E AMERICAN PLYWOOD ASSOCIATION. ALL NO. ISSUE' DATE H FEES, PREPARE AND FILE ALL NECESSARY FORMS, AND BE CURBS, AND ROADS. AGAINST FOUNDATION WALLS UNTIL FIR OD SUBFLOOR PANELS SHALL BE SAME AS ABOVE RESPONSIBLE FOR ALL REQUIRED APPROVALS BY THE JOISTS ARE IN PLACE. PROVIDE ALL ANCHORS, SLIPS, TIES, BOLTS, ]GIST ACCORDANCE WITH THECABO DWELLING CODE AND WITH PLYWOOD' SUBFLOO. THE NATIONAL DESIGN SPECIFICATIONS FURNISHED AND AND SHALL MEET {ALL MEET THE REQUIREMENTS OF THE LATEST DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES WATER FOR CONSTRUCTION PURPOSES SHALLBE SUPPLIED BY THIS CONTRACTOR INCLUDING PROVISIONS OF GRADES SHALL BE UNIFORM LEVELS OF HANGERS AND ALL OTHER USUAL AND NECESSARY I LEVELS OF SLOPES BETWEEN INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, EDITION OF THE U CARPENTER'S AND MASON'S BUILDING IRON. V OF THE U.S. PRODUCT STANDARD PS-1, AND ADDITION AND ALTERATIONS TO HAVING JURISDICTION. CONVEYING IT TO THE POINT AT WHICH IT IS REQUIRED. DESIGN ELEVATION POINTS OR BETW "S OR BETWEEN ELEVATION BLOCKING, BRIDGING, SADDLES, HANGERS, ETC., SHALL BE IDENTIFI BE IDENTIFIED WITH THE APPROPRIATE GRADE GORDON RESIDENCE I POINTS AND EXISTING GRADES. DES. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS, i TRADEMARK OF THE vIARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL SHOP DRAWINGS, DOOR AND HARDWARE SCHEDULES, CONNECTING WOOD MEMBERS, SHALL BE SUPPLIED WITH ALL HEADERS, STRUCTURAL BEAMS, AND STRUCTURAL AND TIGHTENED AGAINST, STEEL WASHERS OR PLATES ALL EXTERIOR EXF AND FIXTURE CUTS SHALL BE SUBMITTED TO THE THE CONTRACTOR SHALL OBTAIN AND PREPARE ALL {TERIOR EXPOSED kSTS, GIRDERS AND JOISTS 825 Bungalow Lane „ DESIGNER FOR HIS APPROVAL PRIOR TO FABRICATION. INFORMATION REQUIRED BY THE UTILITY COMPANY INS INSTALL ALUIMINUM TERMITE PROTECT: ITE PROTECTION SHIELD OVER FRAMING LUMBER SHALL BE DOUGLAS FIR NO. 2, Fh = 1250 JOIST HANGERS AND CONNECTORS, STEEL BRIDGING AND SHALL BE WOOD PI BE WOOD PRESSURE TREATED IN ACCORDANCE MaTlituck, N.Y. -S AS SHOWN ON DRAWINGS. PSI MIN. PARTITIONS SHOES AND PLATES MAY BE UTILITY OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE WITH THE REQUIR GRADE, STUDS MAY BE STUD GRADE, UNLESS OTHER INSTALLED IN ACCORDANCE WITH STATE CODE THE REQUIREMENTS OF THE CURRENT AWPA PRIOR TO PLACEMENT OF ORDERS AND/OR INSTALLATION CONNEQTION WITH THE APPLICATION FOR SERVICE. TOP OF FOUNIDATION WALLS AS SHOWN NOTED. REQUIREMENTS. STANDARDS Cl AND \RDS CI AND C2 FOR WATER-BORNE PRESERVATIVE U ERA J~ , OF FINISHES THE CONTRACTOR SHALL SUBMIT SAMPLES OF CONTRACTOR SHALL OBTAIN ELECTRICAL UNDERWRITERS' TREATMENT. ALL N RENT. ALL WOOD MUST BE LABELED CERTIFYING 2MANCE TO REQUIREMENTS. ALL CARPET, FLOORING, WALL COVERING, PAINT, WOOD, CERTIFICATE. A COPY OF WHICH SHALL BE PROVIDED TO FORMS FOR COONCRETE SHALL BE OF WC ALL BE OF WOOD. THEY SHALL SUBFLOORING SHEATHING SHALL BE LAYERS OF CONFORMANCE TO F T AND TIGHT TO PREVENT THICK APA RATED EXTERIOR GRADE PLYWOOD DOUGLAS PROVIDE BLOCKING, WITHIN ALL PARTITIONS TO RECEIVE ETC. FOR APPROVAL. THE OWNER AT THE COMPLETION OF THE WORK. S BE SUBSTANITIALLY BUILT AND TIGI TROUT. UPON REMOVAL, FORM FIR, INSTALL WITH THE LONG DIMENSION OF THE PANEL MILLWORK. BLIND FLASH ALL J FLASH ALL JUNCTIONS WHERE VERTICAL MEETS Cliff Broffman, AIA A COPY OF THA LATEST SET OF CONSTRUCTION AND THE CONTRACTOR SHALL FURNISH ALLTEMPORARY LIGHT, SHALL BE CU'T OFF BACK FROM THE SUI SITE FOR REVIEW EW WIN JOB ROM THE SURFACE AND THEIR ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER HORIZONTAL (ROOF, iNTAL (ROOF, CHIMNEYS, WINDOWS, DOORS, ETC.) A R C H I T E C T ENGINEERING DRAWINGS SHALL BE KEP'I'A" LEAKAGE OF (WATER AND GROUT. UPON "AT CEMENT AND RUBBED TWO OR MORE SPANS. PANEL ENDS SHALL OCCUR OVER ALL AND POWER, COMPLETE WITH ALL WIRING, LAMPS AND'., HOLES ' FILLED WITH NEAT CEMEN' FOR REVIEW BY THE DESIGNER: THESE DRAWINGS SHALL FRAMING. STAGGER ALL PANEL END JOINTS. SUBFLOOR . WOOD STUD WALLS SHALL HAVE CORNER POSTS BUILT UP III WHERE RAFTERS AN RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BE MOUNTED AND UPDATED WITH ANY CHANGES MADE SIMILAR EQUIPMENT AS REQUIRED FOR THE COMPLETIONIMMEDIATELY AFTER. OF THE WORK. THE CONTRACTOR SHALL PAY FOR ALL,' TO BE GLUED TO JOIST AND SECOND LAYER TO FIRST USING THREE 2" X 8" PIECES ARRANGED TO FORM THE BEAMS, PROVIDE TI PROVIDE TECO U-GRIP 18 GAUGE GALVANIZED LAYER WITH ADHESIVES METING APA SPECIFICATION AEG- INTERIOR LATHING CORNER. STEEL JOIST AND BE GIST AND BEAM HANGERS. 49 Highwood Road T DURING CONSTRUCTION BY THE CONTRACTOR AND CURRENT FORTEMPORARY LIGHTING AND POWER FOR ALL', TRADES INVOLVED. CONCRETE F(OR FOOTINGS, WALLS AND WALLS AND SLABS TO BE AIR 01 AND FASTENED WITH 6D RING OR SCREW SHANK NAILS East Norwich, N.Y. 11732 RETURNED TO THE DESIGNER AT THE COMPLETION OF THE i, ENTRAINED STONE CONCRETE WITH A MI. TEWITH A MINIMUM ULTIMATE ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLE FLOOR J FOR PANELS 3/4" OR LESS ANQ 8D FOR THICKER PANELS, DOUBLED ON JAMBS. THE INNER STUD SHALL BE CUT TO 3 FLOOR JOISTS UNDER BATHTUB, UNDER (516) 922-4160 PROJECT, AS-BUILT.DRAWINGS. COMPRESSIVIE STRENGTH OF 3000 PSI AT F 3000 PSI AT 28 DAYS. SPACED 6" O.C. AT PANEL ENDS AND 12" O.C. AT PARTITIONS RUNNIN IONS RUNNING PARALLEL TO JOISTS AND UNDER IRECEIVE THE LINTEL OR HEADER OVER THE OPENING AND ANY POSTS SUPPORT STS SUPPORTING ROOF, (DOUBLE CEILING JOISTS), NO WORK WHICH INVOLVES ADDITIONAL COST IS TO THE CONTRACTOR SHALL PROTECT TREES AND S HRUBS ON PROVISIONS FOR CONCRETE INTERMEDIATE BEARINGS. 1 d SHALL EXTEND IN ONE PIECE FROM LINTEL OR HEADER TO COMMENCE WITHOUT HAVING SUBMITTED A WRITTEN OR ADJOINING THE PROPERTY. HE SHALL FURTHERMORE DETAILS AMD GENERAL PROVISIONS ESTIMATE TO THE DESIGNER AND HAVING RECEIVED A REMOVE, WITH THE OWNER'S APPROVAL, WHATEVER CONSTRUCTION SHALL CONFORM TO TH WRITTEN APPROVAL TO-PROCEED. - - PORTIONS OF THE PLANTING THAT MAY BE NECESSARY TO OF THE LATEST ACI BUILDING CODE, 30! WORM TO THE REQUIREMENTS BEARING. ALL LUMBER SHALL BEAR THE OFFICIAL GRADE,,MARK OF NO CODE, 301-89. THE ASSOCIATION UNDER WHOSE RULES IT IS GRADED AND ~ BR pF•-+~ U~Q M9y~ - - FURNISH FREE ACCESS TO THE WORK.. THREE CYLINNDERS SHALL BE TESTED THE MOISTURE CONTENT SHALL CONFORM TO SUCH LINTELS OR HEADERS OVER ALL OPENINGS SHALL BE BE TESTED PER EACH FIFTY '.l RULES. DOUBLED AND SHALL BE SET ON EDGE. SPANS FOR CUBIC YARDS OR FRACTION THEREOF P 4 THEREOF PORED IN ANY ONE LINTELS OR HEADERS SHALL BE AS PER DRAWINGS. DAY. A lA 7 18186 II Asbestos Investigation and Removal ALL EXAMINE ALL AREAS The general contractor shall) be responsible for having the WORK SHALL BE PERFORMED IN CONFORMANCE WITH ] THE GENERAL CONTRACTOR SHALL EXAMIN GOOD TRADE PRACTICE, RECOMMENDATIONS OF IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OF CONSTRUCTION AFTER COMPLETION OF V ILETION PHONE HONE OF WORK BY INSTALLATION, existing construction that will be affected by the new MANUFACTURERS' AND IN CONFORMANCE WITH THE 6 COORDINATE DUCTWORK, A/C UNITS, FANS, PUMPS, TRADES (INCLUDING TELEPHONE INS , CONNECTICUT BUILDING' 'CODE, AND THESE PIPING, DIFFUSERS, GRILLES, CONTROLS OR ANY OTHER FLOORING, ETC.) AND PROVIDE NECESSARY NECESSARY "TOUCH-UP" construction examined and inspected by a licensed asbestos SPECIFICATIONS. ASSOCIATED HVAC EQUIPMENT WHICH WILL INHIBIT FREE PAINTING AND/OR PATCHING. investigator. For example: Exterior shingle, interior plaster, ACCESS OR PLACEMENT OF ANY LIGHT FIXTURE. IN THE roofing paper etc. Contractor to provide Owner and Architect FASTEN SECURELY ALL PARTS, OF CARPENTRY WORK, IN EVENT THAT A CONFLICT OCCURS, IT IS THE . i with Documentation of results of investigation. Contractor shall THEIR PROPER PLACE. BRACE, PLUMB AND LEVEL, ALL CONTRACTOR'S RESPONSIBILITY TO MAKE ANY NECESSARY ALL MATERIALS SHALL BE OF THE BRAND, G HE BRAND, QUALITY AND be responsible for the removal and disposal of all asbestos MEMBERS, AND SECURE WITH SUFFICIENT NAILS, SPIKES ADJUSTMENTS UPON APPROVAL FROM THEARCHITECT,TO MANUFACTURER AS FOLLOWS: containing material in accordance with all Local, State and AND BOLTS, TO INSURE RIGIDITY. ACCOMMODATE THE DEVICES' AT NO COST TO THE CLIENT. Federal laws. PAINT: BENJAMIN MOOR[ NAIL LAPPED JOISTS, OVER ANY BEARING PARTITION, IS THE RESPONSIBILITY OF THE FRAMING CONTRACTOR PITTSBURGH PAINTS TOGETHER WITH THREE 16d NAILS, SECURE BUTTED JOISTS TO COORDINATE FRAMING SYSTEM New cedar siding to receive stain finish. Semi transparent WITH I-INCH WIDE BY IS INCH METAL STRAPS AND TWO 8D INHIBIT BIT FREE E ACCESS SS O OF MATERIAL PLACEMEENT NT OF ANY WHICH WILL SHERWIN L MBE penetrating stain. Latex or oil based as per owner. Stain to NAILS TO EACH JOIST. N O LIGHT PRATT AND D LAMBERT FIXTURE OR HVAC DUCTWORK. IN THE EVENT THAT A contain water repellent preservative. Stain to be brushed on. CONFLICT OCCURS, IT IS THE ;,k, CONTRACTOR'S THE CONTRACTOIR SHALL DELIVER ALL LIVER ALL MATERIALS, Provide a two coat system. Provide owner with samples of PROVIDE SOLID SURFACES AT LEAST 1 114 INCHES WIDE, IN RESPONSIBILITY TO MAKE ANY NECESSARY ADJUSTMENTS PAINTS, VARNISHES, STAIN, ETC. IN UNOPENE IN UNOPENED, ORIGINAL I finished color for their approval. Deck to receive BOTH ,DIRECTIONS, AT ALL CORNERS FOR SECURING WITH APPROVAL FROM THE ARCHITECT, TO CONTAINERS. semitransparent deck stain for pressure treated lumber. All stain SUBFLOORING, DRYWALL, ETC. FORM SURFACES WITH to be color selected by owner. All stains to be applied in FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING w ACCOMM(a61'7?TE THE DEVICES AT NO EXTRA COST TO THE . accordance with manufactures specifications. Cedar siding to be WELL SECURED. I . CLIENT ALL WORKMANSHIP SHALL BE OF PROFESSIOt F PROFESSIONAL QUALITY back and side (top andbottom ) primed. Stain to be Olympic WITHOUT RUNS. NAIL product or approved equal. Color to be determined. PROVIDE WOOD BRIDGING BETWEEN ALL FLOOR AND ROOF THE ARCHITECTURAL DRAWINGS SUPERSEDE ALL OTHER WITH PAINT SPREAD EVENLY, WITHOUT I ALL BE NEATLY PUTTIED - JOISTS, MAXIMUM SPACE BETWEEN ROWS OF BRIDGINO DRAWINGS FOR LOCATION OF OUTLETS, LIGHT FIXTURES, HOLES AND IMPERFECTIONS SHALL BE NEA- AND BETWEEN BRIDGING AND SUPPORTS SHALL BE 8 FEET. SWITCHES, ETC.. AFTER THE FIRST COAT. FIT TIGHTLY, AND SECURE, TWO 8D NAILS AT EACH END CONTRACTOR SHALLCOORDINATE WITH ARCHITECT, ENAMELS, VARNISHES, AND EXTERIOR OIL P. OFEACHPIECE. ATTACHMENT OF METAL BRIDGING SHALL AND FURNITURE LAY-OUT, FOR FINAL LOCATION OF ALL BE ALLOWED TO DRY AT LEAST 48 HOUI PERIOR OIL PAINTS SHALL 1ST 48 HOURS BETWEEN li BE OF EQUIVALENT STRENGTH. SECURE BOTTOMS OF THERMOSTAT, A/C REMOTE CONTROL SWITCHES, FAN - BE ALLOWED TO DRY AT BRIDGING AFTER SUB-FLOORING HAS BEEN LAID AND COATS. INTERIOR PAINTS SHALL BE ALLOWS I'S. NAILED. CONTROL SWITCHES, DIFFUSERS, ETC; PRIOR TO ANY - LEAST 24 HOURS BETWEEN COATS. INSTALLATION OF WORK. L BE CLEANED FROM ALL TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SURFACES TO BE PAINTED SHALL BE CLEAN[ HUNG IN APPROVED METAL STIRRUPS, QR . ALL SWITCHES BY ELECTRICAL CONTRACTOR WILL BE DIRT AND DUST. SHALL S 'i MOUNTED VERTICAL AT 36' O.C. UNLESS OTHERWISE HANGERS, AND SPIKED SECURELY UNLESS SUPPORTED ON- I NOTED. IN AREAS WHERE 4,5 OR 6 SWITCHES ARE dlll A WALL OR GIRDER. STUDS SHALL BE SECURED, TO REQUIRED THE MOUNTING LAY-OUT SHALL BE INTERIOR - UNLESS OTHERWISE DIRECTED, SUPPORTING MEMBERS,-AS FOLLOWS: COORDINATED WITH ARCHITECT PRIOR TO ANY SHALL BE APPLIED' IN THE FOLLOWING NUMBI E DIRECTED, THE PAINT INSTALLATION. SO TOE-NAILS ON EACH SIDE, OF EACH. STUD. - 1. DRYWALL CEILINGS -ONE COAT OF PRIMER )WING NUMBER OF COATS: T OF PRIMER-SEALER AND AT CORNERS, SUITABLE ADDED FRAMING ANCHORS, OR I" MATERIALS OF THEIR RESPECTIVE KINDS FOR FINISHED TWO FINISH COATS SIDE STRAP TIES WITH THREE 8D NAILS TO STUD AND I WOODWORK SHALL BE FREE FROM DEFECTS, THOROUGHLY WALLS - ONE COAT OF PRIMER-SEALER AND SEALER AND TWO COATS THREE 8D NAILS TO SUPPORT IN SHEAR. ii KILN-DRIED, SEASONED AND PROTECTED IN TRANSIT, OF WALL PAINT FIAT OR EGG SHELL FINISH {ELL FINISH AS PER SECURE SOLE PLATES WITH 16D NAILS, 16" O.C., THROUGH DELIVERY AND STORAGE, FROM DAMAGE AND DAMPNESS OWNER UNTIL PLACED IN POSITION IN THE BUILDING. SURFACES SUBFLOOR[NG AND INTO FRAMING, OR BLOCKING, AND SHALL BE MOULDED, PLANED AND SMOOTH WITH CLEAN 2. INTERIOR WOODWORK - TO RECEIVE ONE 3CEIVE ONE COAT PRIMER PROVIDE SUITABLE SPLICE PLATE, AT END, SECURELY SHARP ANGLES. AND TWO COATS FINISH SEMI GLOSS PAINT. LOSS PAINT. NAILED IN PLACE. l 3. FERROUS METALS - RED, PRIMER AND 0 PLATES AND BLOCKING, SAME WIDTH, AS RELATED STUDS - TRIM SHALL BE CLEAR PINE FOR PAINT OR STAINING. '.1 METAL PAINT OR ONE COAT OF RUST CONTR IMER AND ONE COAT OF ' OR WIDER. FRAMING TO SUIT WORK OF OTHER TRADERS. RUST CONTROL ENAMEL. PROVIDE 4" X 4" WOOD POST, AT ENDS OF BEAMS, i. WINDOW AND DOOR TRIM -,TO BE WHENEVER NOT INDICATED ON DRAWINGS. SOLID . I ALL WINDOWS SHALL BE: AS IN] AS INDICATED ON BEARING FOR FULL WIDTH OF BEAMS END GIRDERS. .1 ALL GUTTERS AND LEADERS SHALL BE 41AWN. DRAWINGS AND WINDOW SCHEDULE. )ULE. t INSTALLATION SHALL BE COMPLETE WITH ALL ALL WOOD BEAMS, AND GIRDERS, SHALL BE PROTECTED a ACCESSORIES REQUIRED FOR PROPER INSTALLATION. iR FLASHING SHALL BE FROM THE WEATHER WITH A TARPAULIN OR HEAVY I PROFILE TO BE AS PER DRAWINGS. 0\1+41 P) ALL FLASHING AND COUNTER FLASHING RSECTIONS OF ROOFS AT GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE T' COPPER. FLASH AT ALL. INTERSECTIONS C I VENTS WHERE THEY PASS STOCKPILED, ON WOOD DUNNAGE, IN A RELATIVELY FLAT INSTALL CONTINUOUS GUTTER SCREENING ON ALL VALLEYS AND AT (CHIMNEY AND VENTS WHET DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED THROUGH THE ROOF. FLASH OVER THE Hl AVER THE HEADS OF ALL DURING SHIPPING AND INSTALLATION. GUTTERS. WINDOWS AND DOORS. BASE FLASHING f FLASHING TO BE 20OZ. 1 1 I COPPER. VALLEY]FLASHING - 160Z. COPPER E OZ. COPPER EXTENDING 8" TIN UNUSUAL CASES BASE S UNDER FINISH ROOFING. EXCEPT IN UNUSUA, ALL WINDOWS SHALL BE COMPLETELY WEATHER STRIPPED ALL ROOF SHINGLES SHALL BE -5&l> foie#&$LA" FLASHING SHOULD BE TURNED OUT 4" 01 D OUT 4" ON THE ROOF WITH THE MANUFACTURER'S STANDARD - h0tweoi ----PLACED OVER #b FELT, INSTALLATION SURFACE AND FRIOM 6"-8" ON THE VERTIC~ THE VERTICAL SURFACE. WEATHERSTRIPPING. GLAZING TO BE INSULATED GLASS. TO BE IN STRICT ACCORDANCE TO THE MANUFACTURER'S " ALL JOINTS ARE TO BE CLINHED AND SC 1 HED AND SOLDERED OR STANDARD SCREENS TO BE INCLUDED. SPECIFICATIONS. COLOR AS SELECTED BY THE ARCHITECT LAPPED AND SOLDERED. CONTRACTOR SHALL REFER TO THE DRAWINGS FOR AND APPROVED BY THE OWNER. (off ?X$& L, LOCATION AND DESIGNS OF THE VARIOUS DOOR STYLES. ~ SaIERr;16N oR (o~(iGIA'P,oGIFIG ti'WGN 61.Q'S5 - r THE CONTRACTOR SHALL FURNISH THE OWNER WITH A ' ]f '-w-, nn?n A,omcc Tv AT AT I vIQ \vnov IN TI-0IC ALL WOOD SHEATHING ON EXTERIOR WALL rER10R WALLS SHALL BE CUVEKEU'WIIHUNICLAYCKUV I3A WA I BKYKU )A WA I BKYKUUP bU1LU11VU THE _ STAIRS TO THE BASEMENT AND SECOND FLOOR I CONTRACT WILL REMAIN PERFECTLY WATERTIGHT FORA PAPER. ON THE WALLS THE PAPER SHAT PAPER SHALL BE WELL SHALL HAVE 1 1/8" TREADS WITH PERIOD OF ONE YEAR FROM THE DATE OF FINAL LAPPED, AND WELL SECURED IN PLACE. I PLACE. ACCEPTANCE STRINGERS AND' RISERS, WEDGED AND GLUED OF THE HOUSE, AND THAT HE WILL MAKE INTO STRINGERS. GOOD AND REPAIR ANY DEFECTS IN HIS WORK WHICH MAYr DEVELOP DURING THAT PERIOD, AND FURTHERMORE HE OVERHEAD GARAGE DOORS SHALL BE FO WILL MAKE GOOD AN REPAIR ANY DAMAGE TO THE HOUSE ,I FOUR PANEL DOOR BY WAfY'fNE DALTON O 1ALL BE FOUR SECTION, 3 DALTON OR APPROVED AND/OR ITS CONTENTS CAUSED BY DEFECTS IN HIS 1 EQUAL. MODEL To 5% ,?C'". ALL PARTITIONS, EXTERIOR WALL AND CEILINGS WILL BE WORKMANSHIP OR MATERIALS DURING THE TERM OF THE ' THE DOORS SHALL H, r- DRS SHALL HAVE TORSION COVERED WITH 5/8" THICK GYPSUM WALL BOARD, 5/8" { GUARANTEE. SPRINGS, DOUBLE LOCK BAR, CONTINU R, CONTINUOUS TRACK FIRECODE ON WALLS AND CEILING BETWEEN 14OUSE AND 4 BRACKETS. GARAGE. UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE THE DOORS SHALLL BE INSTALLED COM ALLBD COMPLETE WITH 'RATING EQUIPMENT AND WALLBOARD SHALL BE INSTALLED IN A WORKMANLIKE PAINTED IN ACCORDANCE WITH FINISH PLANS.- REINFORCING, TRACKS AND OPERATING EQL. MANNER',, WITH JOINTS NEATLY BUTTED AND TAPED. ' MECHANISM, EACH DOOR SHALL HAVE CYL ,L HAVE CYLINDER LOCK TALL BE BALANCED. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO AND TWO KEYS. ALL DOORS SHALL BE BALD TAPED JOINTS SHALL BE FINISHED WITH THE CEILING, INCLUDING COLUMNS, FASCIAS, JAMBS, BUCKS, MANUFACTURER'S RECOMMENDED JOINT CEMENT. WITH REVEALS, RETURNS, CONVECTOR COVERS AND ALL INSTALL Ng*/ AUTOMATIC GARAGE C CIC GARAGE DOOR OPENER I ISSUED FOR PRICING 5/7194 THREE COATS IN ALL AREAS. VERTICAL SURFACES NOT INCLUDED IN CEILING. I MODEL.T 8,9,1/2 HORSEPOWER HEAVY DU'T'Y C EAVY DUTY OR APPROVED EQUAL WITH THREE, 3 FUNCTION REMOTE CO J REMOTE CONTROLS (FOR ~ V-~jUEi PA'~E METAL CORNER BEADS SHALL BE APPLIED TO ALL PAINT FOR CEILING SHALL INCLUDE GENERAL SURFACE OF CARS) THREE FUNCTION WALL CONSOLE FOF 'ONSOLE FOR EACH DOOR EXTERNAL ANGLES. TAPE AND SPACKLE AS REQUIRED. THE CEILING AND SOFFITS BREAKS, DRAPERY POCKETS, MOUNTED INSIDE GARAGE AND KEYLESS EN KEYLESS ENTRY SYSTEM ADDITION AND ALTERATIONS TO OR. yK lyr 5,1? 1 +2-SURFACES SHALL RECEIVE A COMPLETE ' ETC. MOUNTED OUTSIDE GARAGE DOOR. GORDON RESIDENCE SKIM COAT OVER THE ENTIRE EXPOSED SURFACE PAINT COLORS AND WALLCOVERINGS SHALL BE AS ALL CLOSETS TO RECEIVE CHROME G CHROME RODS AND 825 Bungalow Lane t SPECIFIED ON. FINISH SCHEDULES, AND THE PAINTING PLASTIC LAMINATE SHELVES ABOVE. ABOVE. Mattituck, N.Y. THE SKIM COAT SHALL BE APPLIED IN A SMOOTH AND SUBCONTRACTOR SHALL SUBMIT SAMPLES 30' X 30" TO UNIFORM.MANNER SO AS TO PROVIDE FOR A SINGLE pWWF-R FOR APPROVAL. SAMPLES SHALL BE SUBMITTED MONOLITHIC SURFACE FOR APPLICATION OF THE ON THEIR RESPECTIVE SURFACES. PROVIDE OWNER WITH BID PRICE FOR RE RICE FOR REFJNISHING PAINTING OR WALL COVERING FINISHES NOTED ON THE EXISTING LIVINGROOM AND BEDROOM Fl BEDROOM FLOORS. FINISH PLAN. THE SKIM COAT SHALL BE SANDED SMOOTH ALL WALLS AND CEILING SHALL BE PROPERLY PREPARED, BEFORE APPLICATION OF THE FINAL FINISHES BY PAINTING SPACKLED, SANDED, ETC. TO PROVIDE A PERFECTLY CONTRACTOR. SMOOTH FINISH AND SURFACE. Cliff Broffman, AIA - ALL SPACES SHALL BE PAINTED IN COLORS SHOWN ONE, ALL DOORS AND JAMBS TO BE FINISH P-1 FINISH SCHEDULE.THE PAINTING SUBCONTRACTOR, SHALL ARCHITECT ALL WOOD WINDOW FRAMES TO nE FINISH P-. UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT I ALL GYPSUM BOARD CEILINGS AND LIGHT COVES TO BE HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, 49 Highwood Road FINISH P-. INCLUDING LIGHT FIXTURES, DIFFUSERS AND REGISTERS, East Norwich. N.Y. 11732 SLAB FITTINGS, ETC. HE SHALL REMOVE ALL ELECTRIC PAINTING CONTRACTOR TO SUPPLY AND INSTALL SWITCH AND OUTLET PLATES, SURFACE HARDWARE, ETC. (516) 922-4160 CONTINUOUS METAL CORNER BEAD AT ALL AREAS WHERE BEFORE PAINTING, PROTECTING AND REPLACING SAME WALL COVERING MEETS PAINTED SURFACES. WHEN PAINTING HAS BEEN COMPLETED. THEPAINTING SUBCONTRACTOR SHALL USEOIL OR ALKYD BASE PAINT IN COLORS SELECTED BY O\VNECL. HE SHALL i ~ BftOp~~ll PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (I) PRIME COAT AND TWO (2) FINISH COATS OF PAINT. Z -~\•l_13 .e,as a I „ A Jr Is~~f,2d~9 r i I 2~ N 4117q. vrop F*f *fa el Pf ~uCPILL W/rl1 - 1 aov% m L z' In I cLEA ~ B¢W~ ~P~ - 16•y ~~h~ c,RAVB P A10 ~xis(I G Pad IDi; NO- A 1r/ l a I~,' C w I la I 1 , ~ ~ I 19 1 N all, I I ro In 2 oP 2~ ~ro 7 i , n i F m io n Exl~f" Pcr.~~R / ~l~~J 2,Jo('~1'oaR I , Q PI I " r no~cFLL1~¢ ro 13Fi s ' II ¢,.,o•R- ~JOL'v I ~ evGb. I ~ I ~ IG.J 2~'~ G'~°~~ •I A ICI -,,III v ~_IDOP / A V it aPfl 1 s i- f.PPI I~ ~~~K o ~SRUIREO ' C K ' Zrl m { t. y Tk (76 4. PIA12JQ6 I)B~ IA. o~1'Ifi r ~CL co tl 1 1~-1 8 PIA. erCKFI/Hlrl z cl o~M ir' ~ D ¢ ORAVBI p ~rR. WELL ~ + I N ~ I . AL~`~rIIrPP`f ~ ~pR~~ fZB4Ul 'p hlr~E ~''oet~ \ ~ _ = - ~i' I4-o ~ [~Kds ro cq-fkoRH . WITu lctit'L cops' to t-B 1B *SV a,' b ~r~y33 rn- - 1 i~CPO .1 ISSUED FOR PRICING 5n194, 1;xI~To~JE!Togzr4cuse \vr~}} I?usT.ea i~15 .cpveRer~ ~orzcl~To ~3e EI-jG CFIe~ir y~oe~ An+7! ioh1~ I i;,H H _ T tla l~N` ADDITION AND ALTERATIONS-TO GORDON RESIDENCE +O~E G2~IL a 825 Bungalow Lane Mattituak, N.Y, I i i _ 5 i T E PIAr~ Tax MA~ I©oo -123- °o0 123 - 3 10 3 65m Miff Broffman, AIA i " CTIGI LI>J0 o l y 00 E ~RCHITECT h k9 112, G/(I (off I a. 49 Highwood Road fast Norwich, N.Y. 11732 z~~l~ta ni~z,icT iG l 12 -q O (516) 922-4160 955< Rps K~ogq,,, rte` . Z A63 I I I~ i i F~'~~(IrI~ CE-`SPc~L f n~wrlcc- I.~c+:K FhID. BALL Ekl~I7AG ' ~<Itf 300 CIA. TREE- - ~ 1 @ GA V l l / 11 I I vERi Y ~1-~I~I'flp~ ppF Fx~5j~4 PIP. TEL A tbE~NE+, IJd(IFY A(Lc~, of 617N~E07 HI~1,3~~IPI ~ON1 Del 11310 Ppc-r < IIF°4'Z PopuR~lL~i ~xl.( atJE WELL id r3B P 2 iG'~x I' LF 11 sA 5_ J~Ii~~R IJE1~ SERI 6x5(16 Fay 1~4 U DER Y --T6 K. IbL RAh P N P PROI V DE ff}}Ipp' IPRICE 'O" IS~ IJI. DER PINNI,I~L+ FIST Ib aK, ~igLL If fJFLEFSARY Ur1E of I~F.W bn~(IZ'f ,J P.W 6n~(irr VERIFY E~~ccIS7G fopp'((I u f 2 - WK avF,. - - Exls(16 HIOIJSE.I`~T FY ARCH. or 517E Fop- v WFICATON vF f~Ael cApnclTY ~ pit rA A E W1T~ ~A Qei.4 nl 4 u1R.1 2A% A IP P ' II ~IFA.I I.JewU DP.cK 1 _ II T ` I I it ~ I ti ~ I 3 111 ~ ,~1 I P s- pol r1G ~~FEIILL OF 4o` Ark OFD PI XA°A~( F1~3flnlC~ O W5 fK~MIrII~'NK $ R~1 C ~T~KEoF rN'fK ~~IF~cpcv L ~acER Ih~L Y<~?;h' FDR~ - RG? AcE G~c i d r - Es sW.cd k F1G('frP~ O ~ - Wp gyp p°sT AWvF. -EAPD~IIY( ER FiU .n p i F(to 9 RI X F R - F~ I N I~' `Y frvE I~ - - 41 -11 N I N (3 IJF.1.J~ ill ~W. ~ p~~ ~XNK~~~ WAS~~~{ M'A~U~~~~P~p~'fE ELI - - eASf H JyyJ a"d s W xP~Y ITI~bDI+, " Cz) Zxlo 4 PIPE [DLUM~ (tYY~I r PUMI PdFCpIZ FIIC 1sFlNp YaRD, a'REhI coL. (z) ~Kf+ F NL CaL- .33" d 6.W PIPC eo . old NF Fayf~ ~(~S of cdUM / Pal I SnikPY rlo q zKb D.J.N 16 O.C. Lp~O HI I- Sk- " I REM~/F 0RA1N I~. r=ol~ , Pee , ° r~A%'~,E FuRR-oUf EklsTll~ 3ori cFhn>J~Y F,x,~ ¢x Ir.IE K axritL aII. RtiIER 1'1"~FR- ~d L.IALL W/zx4 - - / JFLkf FRAHEP v fL NGWAGYP~fSD - 0 ~ \ \ p4p~P FXQ Irlb ~190'a12 _ ' ~ ~ ~ p.(;q.nc~ ~xi~l~~a e-a ~BR a WUIP(z) v~ to ~farlI V ~ / ~JRft~E r-t(D AS WIRPA ! a t~vlP, FOR~fR EWERS WWII ~E P PFaR~'pI~H~~+ o. 2x0 PJ. B I6" .c.61 RrarovE ~~T FL - - - Fr.~-nrJU ~e,e, 3 ° N ~ I N ~RAHI 16 q Vrl PF F?4.- L}-------- - 1 ISSUED FOR PRICING 5/7/94 Iy°w C I o pIA [oK f')ij NO. ISSUE' DATE a VERIFY caJf~ToPls ~xi TIC roeu IT~ERR,hIr~E ADDITION AND ALTERATIONS TO CA% flf 6* FizTlN41aLa~,FlND GORDON RESIDENCE rpo\)IP FsIo pRILF ,,V Lja _e?IrIjIkl 825 Bungalow Lane I~~iI;ll~ou g~~?I IIhIGg I,.l/~JFW CIJG, FrJD. Mattltuck, N.Y. GELLA FL~r~ PA~,J PP~vIOE AL( g,4Aq PIP PQc~ Fop- PEnwldc- Exi 1I,16' SLAB ANDroLJP-I nlra ~Ello FL JghTS 6,EU-A¢- PLAIN ~ Eh~lGp. W~15, "co _ F (3-0~i1 tLl110. I~EFy.fpGRACES ~rEV mT1,4 A6 F Fs~l RED Cliff Broffmari, AIA ARCHITECT 49 Highwood Road East Norwich, N.Y. 11732 (516) 922-4160 i SRO vF .y~OT 92 A4 mr~ 8,a6 , ~ OF IAN I 1, - «...+.re~es.ass~ruMe.e.w..v»a ~~~<w~ww'wmwn~own,arvso~u.ww.u ~~nlwgwwWOY _ .i'ir•. ,:f~, a I Conipdo[or'to'tpordtnaet kith securityla1a~ subcontractor and.' The wags and ceiling in the [wo existing bedrooms on the first Or aret'iteat' [ det~i' ne type' and extent of security floor are Plaster finish. Tha contractor is [o, allow for providing a new skin cpat of plaster to refinish these surfaces to cover " Lief NG RcY~i`'I KITu-~ F~ pl ~I ty~ - sys~pm ',Prc~Vi e ,se to- liiti pal for' securi{y system. existing train and any new cracking doe to construction. AREA EIS ,.I oral Va.11U S'ystem;,ro be Nutone Central System CW--' Contractor to provide separate bid price for removing existing k Tan$, [O,be loFkt rl,J_ 1)asemeat or as per owner. Contractor plaster and refinishing with new gyp board. Allow for new base I 'n ~,I G ~4 3 OAK ~DDI 6- f~l PYJI JGF Lrrtfy that,~ttltal~run of. tubing does not exceed maximum and, trim as required with new gypsum board price. A 7 ovF2 III t1is;tan~es i'o5 d~lu nd that',placemena'of inlets prides access - r1 1n1, rIUJp Wf it ' ~XI`j( Flr,~• f~. 10~/E ExlsfJrlb, FIF-I. i I~ L. 12- Irl ~~Er1uIJcEf~At4'IEI~IT I`'-GTI{ICpL; CQNTRA,CTOR TO PROVIDE FOR 1' iSNG;. S I'I}flRIO'SPEP:KEA WIRE AND PHONE WIRE . i r . ' ''WALI.S'PRIQIt TO. CLOSING OF WALLS.' SPEAI ERyS.,. I~jTO BE LbCATEp~''yAr~SPER DRAWINGS AND RUN TO `y : aS`d'RI6 UNIT IN gL'~STER BEDROOM. PHONES TO BE. ,i A 1,'OCATED ti S PER OWNERS. (TOIEE DETERMINED) rD,~~~E II -SO!" PIA 7C4 /P~gxB I..ID- .i I E~I~fIrvG SU~~-lcnlz t Zrn~{,' il ~~0 ar, ,i IC 1R 1EP Ot/E ~Xr. G h rW"-IC~V VVN F~LR~ P'III~G 44} tW sY R~~ gXlsTiN ~4 wIrI~W I rl t-J / srl. PIPE ~ r4~w -14" vl~ p T42 I I.1 1r'L,~'N II +j E E 3 1 I I F I V. A.AATr?r~'I! Qall x riFd t ,x Ipt i~r^ I, n i" " '.kG~6'g PLUG ix. I 'Y~e ~H6 ~ ~JFW A?N~ >-A Ir A•1A•11 - 4.JP,-, H~ 4ARAbE . ~If~ OF i -1 A 7 r wo, -Pp4t7t~I.G ~ p~ F- -4 9 .stf.W~~- I I 12 ~ ~ 03 _ y Ih 3-G = ~6°/~i ~:~KIS(~6 BFt(I~RH ~ 1 03 I . I ll p~a Lna eES . j IE - JE 2~b i t n~~S~B ' I I 4 02 C q o0l 6' 05 I I ~ ~ ~ _ - 01 MoEN Ex K7 ~ ~ #d z 3 if 14 11 4 eDwIll '.r" o ' - I o?ENIN I 6 . - - II N 0 _RrAACFi Ex&T4 OI - ~I hl,cJ' vow - 02 6R W I r ~f 0 A-11 I r , v - N - 1 o I ~Ir ~ pj~ I i l Iqn II I ill ' Ik%' a - 5' d77 - r4W A6 , 09 I I I ® r L, I t i .N I 5 pxl P" II _t of { ~ s 0 ~ M - - v i j',' D`I S C I I', I i Az ¢~1 I! I 9 it a,tl iii 121l-Ill 4 ~ Iol PO I bi 61 pin Ix G~C4'J~ 4-4 A~ a q.~ s I~ AigiRU',sE 1 slcy c rF~ _ - L5i<ruvh?f _ 14 ~XISf~i 1 4NT.~ x ( I '(o ~EREI"OJFA~~- UP y v \ ~ InA'4- sK,YLNT I L-slc i~'~ItJ r~IXrJ FI~drI'f ~ r IF, 'Ia. - - r.7r~, ~ u 2~- PaA~-IJSTf~oS ~14" WD• 4~EGKI (o"o_c_ 3 11 97g~ll• 3 6 ,i p3jq'I ~i ~3jq 1~ raj V/oL~F112~D L61M8E2 ' ~I 4 'QP-A'-~IrJ~ G~!>NII-I ~o Np. ISSUE' DA E - y y'. 3yz' 14,-IV" vv. a~~ hE G~12 V I,E 6 ~n ADDITION AND ALTERATIONS TO GORDON RESIDENCE • 1~1- 511 OdEPA~ i~~/LF.~ 825 Bungalow Lane - II - ~ ~ 2K 12 FASG R 'Mottituck, N.Y. F~~~I~ POf[L~+ AREA o (2) ~S:Gi~WllaNli~fJ (Z~ zrl- r 6AT-l ?~IO.Ja~r~ Erg i 11411 iII ~~ll e- 1 o,c, f Pc~s( Lo lol 4441 X12 fIR 'I ~~DD(L PEA. e Cliff Broffman, AIA e Ew~f cwafl~ i KZ 'Eta 2 w 2 I L loE ARCHITECT 49 Highwood Road East Norwich, N.Y. 11732 (516) 922-4160 -7 i y yl - Q 9ROFF V~4 49 8"B - --o f° „ ~I,I?5~ F~~ D~IL G~A1 L 3/Q =11-01 A 1810,,6a~ ~ ' i wpLL aF NC'~ CpNs N-- I 1 1 II I'1 4 I A-7 i6l 6p z ,o -41_ I II .y,vy ~ ~ i 1 `F i 10 1 A.IZ i z~z.a _w -1 Q ~ N ~aO~f] FL. - L~E OF EKISTIrIG 6 V?hG Rif: ,~Elll~~ \ILNIAM~ 11 N - AcbjT-io'%J AL2iqYr Is-jl tilr J - . li '.207 ,~rlOu~ BALL tv ® I~I `"~3 2 Idn Z'_iom ITI Fv 1~ L q-A MAs(E Z ~&A rV~ 2 I _ F i ' - - l 11Ai 6 - - - -lp j IL ZXC. N X 1510° 2'~'ts X I' ?I-all . t g I A c I . to I Z~ S ~ (3 2YI. o t I, ~ 5~- IY° aH.G If A.Io j ,i~j N - ~J j,51K~'LIGYIf ~ , I iSICYLIGhI(-~ LII~.N p~ _ -~u I-6" , 1 f - - 2ze eeelc o - QI _ ~ I >v lyY ~e Y I (2).3x12 2kAM - o mk - I' _ ~ ®j r _ N c3 ~0 1 3 ,i ~T 42I i Low b.~A[ L- RI ~ ~ )zxlxoR(z~ I %4 ,r '1IhII t'6 LAM.-:o ~ 1 0 1 1 n I n" o iI 406 D ' -IV MI* LA,t i ~ 311/s I~ I w I' W' - fin' F- Co~T 51RI P LJ "ll +r, L I.' I i Ala I'M 4t7 C-'IL A 7 .2 S III " I I ~ I I .N. I~ ~ I li I ~ ~ III I 2 I II r• I I 2 ~'I ( I I I I ~ Ill I, ~ ,I p i ' " edit II ,III ~I III I d i •i , 1141111 - - _ _ I I ~ I'' ~ II I r I - I II s~-urn. No' -5~194 . I NO. IUOIF DATE q DEUC ~ItJU ~ DRAI~AG~ pET~VL '~4~~=1~-0° ADDITION AND AIERIONSQ GORDON RESIDENCE J &25 Bungalow Lane Mattituck'; U.-Y. - - - SEconID fL PIA~I, SE~IGIJ F.-E, OkcK~ Pli°+t~ i ~I LAI~ Cliff,Broffman, AIA I,Odlz- D F sc~rl P I II ? AR_C~H ITiECT_ 49 Hlghwood Road East Norwich. N.Y. 11732, (516) 922-4160 lot I ~ d `EF SROPp S ! ~.i11' F 1. UY Y _ I I, 5.4 far MY111, ~ I "in r II a/q~ PL7~.1D. .~I.1f=A. 2x4 PARAI~T hIALL t01~(. PASTE To I, ~v zxio fL.Joisfs er6 fl. doisfs F PU4r FPfJ i II ; I la~•oll sk NU 1 N ~ I I II ~ IG„ p.G. ~TEeAL STAF»UT'r (LiOGPi VP~-~T - - 5- lod wA~LS I I ~ I ~ it I h, 'I,I I I I I I~ .l I i -42) I'/qK II b r l"zO LAr I -+I _ FPRAO~ 'n(~~I"P p -4&aO4 - PL~GH NFA-l .1pLK `.~J~ Ffr UJ4 l z°d 1~MI Pa/m1 V6r4R~L~M~i?oJir ' _ 4FI ~ YP,I~fl ~ I I ~ f-c zxlo Rc+~f cTv7nl ~xi~ ~tJo ~JALL i - - 3- b N I sfe OET~ Ex~x~l~v PLAsTpe wA L I VIII ! , I i II; o Wa T tRCIL c(OT, A LirlG ~°r I P~cT Ta aer-~n~nl N ~ I Iz I n I I ~ ~ i I I~~ I I I - ~ ~L 7 4~l A L P~'I WPLL D~'( ~ Y ~ I A i iII!III'!II, II ~ I i I 4 - 9~IAl'U G 1'2 I illl I TE I I yp' i ~ ERA ~ 1.J zx Iv ~ r 25 IPU / E _ iII G5 APP N 1 tXtFJN tJ[aa(.. i I m s 2x 6~GJ. I " T ATir7iJoJ'6 fo 'rap I I r f JAL l 'fo ~IVI~Ur o WALL Nw64f ~0 9 k I ,II !II. I lll.-`I'I MIA I Lavg GIJA1~ ~I~Fxsj. oP i -To ;cTl I . etcrK WALL Ffl4tyT LJALL i riWrl %I, I ou ~ustL,- ~z/~rIP bEY D \ ~ - o M -I Pf"L b5e-TiaiJ p p ~"=il-ou ~gII;I I'OI SEGT141~' A A oETa 1. / To RGr' - - Pt.~ Ex~t~IA - o.nn D I r 'Z I 7F 2x8 G.J. 7,68 R-19 f5"rPf IIJsUL-. To LI uMtsfi ~,I D A UFS Ta I N~GF~ - - HIH i I ga~c~..lyS~T. cAAPWAE cElUr~.;1p a ~~r wn vfEp/~ d RBP~P-p L©1 ~E~fan1D F I I ISSUEDFOR PRICING 5/7/94 FJ 9^1EY O WP ~~pp 1° .PRz*IiPE -m 2 GEILIf IG ADO I a 1 NO. ISSUE" DATE' GF LI J4~'YfS f° PRvv,iOE 4 M AJTTE2 r I~G,Q I6 AG.. ~ ~v LwrTE) ADDITION AND ALTERATIONS TO ' i ~ e,YP. WPa I. per.. 2! / GORDON RESIDENCE REJ'~lf. Pct ROOF - 825 Bungalow Lane Mattltrlckr N.Y. f r~w~ i 1G PceGA_ P-11LDIfvc~ ~L'~I~ , I4rL FIRfi RAfFV ~ ~I ~ 1~Il~fa M r?, I1~ U ' ' I GYP, ~op,r10 ~ ill Cliff Broffman, AIA !I; ARCHITECT - . -o GARFlGE ICI - - - - - - - - - 49 Highwood Road - - - - - - - o. East Norwich,, N.Y. 11732 (516) 922-4160 - Exl~f- 2, Exlsf- 2 ;o ~L. jai,~f(s. ~X~ T ExsG 51Ab To c 4A5 vile Oemo Exist- 6lGrK kr~a ~Pl-L Ua~{z)y `--Ugej{z) io ~ J z"tarC. sL,aa ` .,1 BROyJ~ - - UAL F F -C• tJIrW SLNRtASEr ! FDr~ WAl L FTa, I o F ~qy~ qo nor mr- 1-1 GSA PR/L#i A aF EXis'f n, EXIST ~G p IG, . i . I 7 18106y ~aF " -all ~ I CPA(K G'( = F~L I ^L - isr plCnR - EI . I ~;Ph-~ tooK I ~IfJIt~G /aLDI'(I ~ ~E~IY PDGi'fiotJ i L_- I - -----I 1-7 ~,p Fc>rJ. L.. LL d F~II~C~ df2Ti-~ \\~G 5 ~/A _ 4 AI.T FlTE 3 PARTAL E. /wio~ %~_I i3oT, oP r~cl~ G To r1w cG-Lfv2 - i 1 ISSUED FOR PRICING 5/1/94 - it i i ill NO. ISSUE' DATE I I - jl ADDITION AND ALTERATIONS.TO I GORDON RESIDENCE I 1 711 825 Bungalow Lane Mattituck, N.Y. I ~L.~vATi~-~rls I i i f~Fac F T i i i I I ~ II f e I f Cliff Broffman, AIA i I I ARCHITECT O ~ i I II I !s !r~ u i i i I 49 Highwood Road III East Norwich N.Y. 11732 II I~ (516) 922-4160 ~ ~aa~lr~ FRa!~f'wall t - _ o o Wd i o_ I I~1P ~ T REt' I~ FQ BRO~ Mq 4 t I r A ~ UyiN'b RM l-lil~y,~ J,AL ~a =ilo (~,f~~TTI Y ~D~ ~Le P~pPoS~D ~~T~ - BAST ~~EVATIO~~; I r- ~r _r- ~sfEPEq Fcdfir~4_ ' ie1B6 OP 1 ~ IIT 1 03 il 3 I ~I 1 it li III i - - - i i I III ' I I ' I I I 1 AL I I I III. \ T I I I II I ~ - VIII ~~II II' II I I, I,I III I I o I I ~ ~ ~ I i Ill,.i~l I '~I II ~ I I } - - -I+ - _ _L _ -I - - - - - - - . I ~ UrIE oa 6KisTlr~ly GRFl~E~I_ - - ~s"(OrvV Exlsl(itilG RoJ( j0 [ii 12F.M0~/F.D GEU-Aft ~ I II II ~i,i inn ~qu_II-o° A~TERN~~ 3 ~~rl-~ ~I-~VAIION y4 .I,~ P20FEb ~uT~- EAST E~EvAT~~~I~ l~i7 i A ALij rI Z - - TL I) I - I ISSUED FOR PRICING 5/7194 NO. ISSUE' DATE Qn ADDITION AND ALTERATIONS TO GORDON RESIDENCE 825 Bungalow Lane Mattltuck, N.Y. zoo Flro~ - zi-~" cPtitILEVE2 II I Cliff Broffman, AIA ARCHITECT I I q-, F I?~G12 _ 49 Highwood Road FXIS( G vE A~JD J s1~lE v-~rJnJG I East Norwich, N.Y. 11732 (516)9222^2--4160 Isr FIc~R - - Jill E . - o 5X_ r. A v~Y OPA` bq r _I L i I ' ~Tr~~TE 3 186 aFNE'N'I ~41-~ boil SOUTf~ - .1F~ FBI E~A(lo~l iq''=I -ou L_JALL TYP>i~ Or 6us, ! r? OR Fa~ As PI-IAUL'f RaoF sl-II~LEs Les 'E 2 ovm 15 Lb• PAPBfL 'D II 2X4 s(UD V. L @ ILI oG, & F-R -Y11 rl;J. PLI(.,WOD aq WafP.~4 la a o L 'r 16°O.G. I`IF.J GYP. 5D JL Zxq s?L1D 2 C ExY~I s 51UD WLL Vz CUa Wu<- M ARC( RvLL aF I 6 14 1 RENIO?E FicIST IG I) E I6" O.L GYP. BOARD ~ -u . D I ~I JG As RCOP 6'/ " PoiL POD ITT I `J~wL. Fol~ 04 I m iJ WIVM TLS E5 sID~ LoF ( p Ct2Ll LIVW6 Rf1, DRG~"1 5 W~12 2xID~,~' \ IKS CEDAR FFd[-IA I~D~a12 LP.7 ` ~-~ivit I" IIZh~ 4° PLUM GUTTER W P (sAS~ TO '^Tc~ Pa~1" Ex 6 WAwlcr& LL PLASTIM cEL°+ III TILE ovilz PU s1E z LJALL ~4° P<-'f WD sU3FL.- r,EloW PAI~G.UI~ ~ fxil'E ~P fL, ` ~ ; ~ fXl`.~'G 4ASPi ~ 6x15116 slue FL ~ : nI '~FIi~S(~( FDFIE5VFi ~EDAfL 50FFIr `A I 1 ~CD~TinlL.biJS ~FFf( ~ErJ'( '.{'6 v-rP L.ALL cz) axb Tor PLATE Lf7P) ~ c~IL11 CTYP.~ _ -IE/~ ~ y.nr~POW ~E - ~FoR GLE TYPF I I~:fs. T'YPI'~' 2 r~.TS TYPE 3 CD~TRF~-'(~R "(o IIUGI-IJ I. I iJ 5 D PLa((gqccGH~~Itc OF X!:rr i.lca4 WALLS# C-~I LlI~G Or I PL. L w r&r1" 1S PUP/ To LONSTRULTIDrI, I~Rrn/IVE SICIH COAT o~E2 E40, WALLS A CPLIMG pp,oV]PE Alt. IJ P FVW6- FoR T015- I ¢~rIDUAL o4 PAStE2 Peary F IS(. FL o~r+~ 2Nv Fl. fRFrtl~, „ W/Gppstfi2PU1~6 (Sro MA~c,~ p~~L P. ~iLLC9 W I WW5 G^YP, ~D, h~o 6ASL 'f0 I"WYN Fxi ST I RP ~F;TIr~, HYPICA L) 2, 6 I,JD, I ~ Oct ~g1~~YWDisU LLO(~ _~zxhsoLEPLATE (Li PrIRLAYr-W PoR UKPG(~ 5K LEPAF9IL tIL~ o (I~ z+P ~I.cbR r,~y, e6~/.C/Ei%Ap•/~5/e" WFl1ER I t, R^,fT GYP. VAR ro L "ARM I~4 wI JTW 5106~~-- VY 0 E2 sly at 2-K4 ~KUD WALL E IG° 0•~ l - - - VERTICAL Irr6 '(tG c,4CWR QR slPlrly SELECTED 1* 2_I ~y~ eerjt-wrb a /ER 161y eLa" d~ PAPER d lEl2-314 P'l. OZINPP, -fljp. 0~)ta 2x( z~KG M. FRAMIN e 1012.c.(F/PVICE d 6 P~oucl ~v o "s RP D I? PRoulr Dnir~CTIaLI6 i~ I` Ir~6 G~fE2IOR l-~~ALL I FI2PMI G . 4o.G.. pU D PID T~PFi STS F OG FaOIJ rl ~RWAY JD poR Of'fl ~ I/7~ d E~ (N'r`(PIc.AL~~Ihlf+ ~~W Er~tRY fie JP.w r-fWlofz WAu- C~e ALL 1 I -p DI f~ I t~~ Q~r'I -o corE((1AL R to VGRI('Y tI a( (`~EI..I GEPAMIL TILT IA%(Z III KfKV~EI~ L DItJInIG EA WILL l ~p~ os~ L A~D DP,G K EGK I Fxisl ra YvkCr 51Ap H 6-6 Aff- 'sfia roX 5 FIrJ. I~ F~ -v p~I LL V~ y 4' LG. PAWL _ (t~zx~ ~IKFh~-uRE TZEaf~ ~j2ED 5(IJDS 1r 6 eu -91c, [q~C a M at. ~ L~o`~-R SILL SE,a~gl2, zxto FJ.@ I6"a.c. ~ ~ TF-wr1~T~ ~~~0 - nsPl-l4u~T IubF 5~lu~cl&6 ~ 'm c yi J x IG" LC., Af~l-bR ~d't5 c~4'o'bt. i5 C~4~o"ot. ~ I Gf~Ge- - 6;/62 5 rl GY PA`M , ~ k~ ~ dl-SIT adER j/1'' EX(. PL MID. ~12AW SPLICF ~ -I _l ~ sLoPF U~o~ AYJA ( FGon FGon EXF~E e+Clb(, 5T ~ EfYaE'~~R1Pf I' 41 WF -/a AsTFl~ 'GXISTI I`C~ LEA-.AIL Z ~ LONG. ~~A'I~ ~ _'_T ' ~ > < ^ {-busE FCE~GPH,~ ~o~21~K Gnu? I ISSUED FOR PRICING 5/7/94 .17 o d O.v :CBI , }~~.J~~ r - n NO. ISSUE' DATE P.xl'j(. COI. C~.OGK -o ~d iil~~l_!- AWLI~ PJpoTIJrII I IJS wapr IX8 6*000- FFKA 5P - ~FPrJ. WAIL - I ~ oT~ iN- f~ ~~~w~+p~ ADDITION AND ALTERATIONS TO All vF (I~ 6 ~e~ GORDON RESIDENCE b m . /Arm rl~W tar~cR b ~'~~ff II 5 PLC,. i Pi I~ mIF.R I'S 825 Bungalow Lane ' txYGRI ov~{Z 4e c P~ 4TOP GRAIL 12' P for . rourCw?la 1 I,.wLL U ~Di,RPi~NI ~Ci I,.wLL 'i~aE2 SF~ .LACE ' .C(. ' ~E~aorlf IxwR THIS Ma1111uck, N,Y. II KI°,rJ~ IL° Mlt~ z~a I~E~Yr.I~~~Y PzWroE A frRr~aTE pio PWa- Cliff Broffman, AIA ~Ab FjdR Rer~yovit l~ f%Xis4nJc, ARCHITECT 4 APAYONS Won paw l& Fa4~rlPATiar~ (P'uRED ~IJC-.~ p 2- &-¢nwL sLaep ~~8oh 49 Highwood Road -ol Mp L Q-x 1'9 rLcm FW°t'Iil~c, - IV Prz:r^iL East Norwlch, N.Y. 11732 (516) 922-4160 L-a prIAL ^T I ~ I v~Q BROF~ M, ii~~l U[~P Plr~l~lr PJf 1~ A4A ~,all.j~~I' I~oF P /Z ,i-p ~ X91 Ae ICI ALL 6Lf~ Tr- u FRS ~ e 3~k o, l l~l l - I 8188 Q` i I. II u . 1 20-10 I II IZ 11 I~ II U II ~ -5 2l 1 115 36~ u - I$n Ali 3011 ~Il fail Z,il 3611 _ r0 r7 - 11 II I -m r• wioEl~ - rc) o s'-0 A - I ~IrJe of , T CGYJK'V~P REF. OV . GLOSET P, Y PW 511~K I I I II II II I g011 15° 3Otl Zlli ~n I. (0-5 I 2~ 1, Z7 6 2q ~ 36 ` 30 30I~ U3 l u IAN II ~ II - - I ~LwATIOIJ ~TIOIJ 3/811_~I-DII ~~EVATIO~ Z _ 3~811'IIO s ~~-I A II ~I 0 0 0 GD un~l 5f merle ~II i / ~ UTa (a.J6l OAR 4 h ar1E PEE " I I , I I - EI.Eyalior! I a11or~ I El-~vr~tlarl y r~r-I 1 ~L~yallol~s ~'e~_il~ll M 'f P. ~COLvEtc ~Aalr~G 1u~ N~bI'fL clo~RE 1 ISSUED FOR PRICING 5n194 NO. ISSUE' DATE I, 'IC`I ~`IIG6 M1 T~I'li/~ pjI~ TTr, LAJ 3~8 ~ II-OII I"IIRILOR ADDITION AND ALTERATIONS TO' Nil i '9 E PIfeE VAA~y l , GORDON RESIDENCE 825 Bungalow Lane C Lu Mattituck, N.Y. IA IuAll f LA~ 4 "VAT104S P 2 FLA 2 Pl.sv~ F,I,~~AtorJ I E~-~vaT~or~ 2 Cliff Broffman, AIA PEAT l`'I ! ~r~ P~L~YATIoI~S - - 3ie° i o0 ARCHITECT 49 Nighwood Road East Norwich, N.Y, 11732 ..(516)922-4160 OR 01 OF~ v2 As I I ~B~B6 ' ii I Y i I I I I i I q~ P1We' ~II/ ~ jA - 0 0 0 L 0 0 0 0 0 0 0 0 A o - _ al's T eAR I \ --hEplur!E cAO, ~ d - ~j ~~aU lEE room ~K ® ImR i T 0146 T. G 0 -two. e~ C - -1 i I 1mWt~ enz roWEL K m J P _ EX-15T'6 GARAGE 5j~ urli d 3 s l l'd i I ~ ~ I ri~~T~~ i H FL. PLC I 0 ~ Ili j j III ~ I'll. III' f I it i I - s II ~ II /8 =I -o ~~~YATIoI~ 3 ~BU.~ E~EvaTi~ 4 3/e 2x6 GD ~icr~Rlo(L I ISSUED FOR PRI,CING 5M94 O•c s(UP yJALL a 16, I NO. ISSUE' DATE sELM~EO 1IL~ As i ADDITION AND ALTERATIONS TO s GORDON RESIDENCE 825 Bungalow Lane Mattituck, N,Y. FF - - I~'ER- l~ril~ ~V`~ d FJ-t%vi'~(iOf.(_5 P¢a GY(~ti DER IfAt4 - - - - PRaI rJ y , b~~~s' rr~lrl.rsyCjr ~ _ i I°TO 13/q ? IL Cliff Broffman, AIA n_ CERAMIC fII.F. _ - cw t 4m vitlYL ARCHITECT ibis FILL - 49 Highwood Road - - East Norwich, N.Y. 11732' 31/4 11 PL-f D, 'xlr3FGcr~R 21x 2n GFwic- TdLE (516) 922-4160 I L HHHH-ldi d f I - 'IRcy~ , J11,11 - Q BRO, `vQ 'H 9 I G I" I I' ~ G A* I r' L _ . _ ~ 166 3/el -1i O oFNpr+ FiL~,YAT10~ -~~fAT10r 6 3~ L~/ATIo~`~ - II II V C=1N1~~-f ~~I-F~I~U~~ ~GJ;IUIf~ WIPM SGT TICK. TYPE TWM FD•WR. SILL QENWfL.ICs fir 1 6 h \V GFII l G j%Lco(z f3o ~E (pP 8©arzb DI 6NT2nJGE 3-4' ?'o I I I ~tir2Y G G G 6 Gr GT GE~AMIG TII ~i 41 re, HG~_J P,e G 6 6 rip GT \v \\~~or> Oz i;NTRY GI.05E z-G' ~,~Ike, z I 2 _ rvAgo,(O. E C~ E 6 1~,E E %i I~~G I~l7µ 03 To ~o42.dlPr 4 0¢ ~~NI ~R. 3-0 7-a 3 I c r 05 paT1FRN# 2-~ 6,8 lyb 2 I o 1o~2-gxlh o~ ~~n>zn # I 2 4 ~I 1~6 o RM # 2 2 I 4 2E u7e tixl~. £1°140: 2 G1\y c-T GT /Bec)W*e GiViH GOAT oa Llv. CRM wro RE/G W& to 5+ l I 10 Rryui9 G o~~ Exl !0' 8' 126 2 o~laN ~ I ~iri t7~. Co ro 6 G ra. -HV/ ~iXl~r itofz0 ~J~~ G~rD2 4Ta~ ter a ro ro to 6 61 `/T VI~Y TlL~s 11 fA0,'Ora P- IF, ?I P F _a v N10N I~aRr~\Jco,~ f2 12 P~RrI ~2 GlP"~ 2.6 l0~'8' 13'g 54 I 5 GIo5E 6 to 6 6^ 6 \~rvop' A{JQili 13 54q o RM dk 2 ix I'1r I A SaT++f~'I # z 2~-6 (a •g' I'Yg 2 I 3 GLo7E 6 0 ro G ~f 15 '~-izMxWl Gld.'P (2) 2-G (0=8' I'a'6 5a- I 5 .mgr 6 W ro e V ~r~ cE~AV11GTlt \\/Al J - 6 G I R 5 Z. £O Cc Co 0 I b ~aT++fzM # I 2 '0~ gxl~T. 17 CSLI.?~ 7/'~ (o'S ~0 2 Glo'~ a to G Co 6 G " ?~I M~z-13~nR•N ~-o (o-a 13j 2 ~ 3 M v crv crenv G ~~Fb v~R Cr i- G r °T GT G 'r Zoz Glove r Mme ~IZh (2) 2'6 ~J-d 13/~ 5 3 6 _ 'PI 15 Urv 67"J r- \ Gov h LIT 203 f~CiGK 8-lo`i°x (cLlo g° - AJ1~~ ~i'1~ \V ~q 6107$ 2 _ G'-S 2 3 2 206 cLvOF7' (2 2•G G-S I~~ 5_._ (P - 2o/v M~i12.1~(H 2~0 (v•S~ I% 2 3 3 I ~7 Faw iR Z.d fi ~x~ 9 ~n~ A 120-7 n All windows except two units in master bathroomshower are 6F 2x~a WALlfj ~Llfj TfzlT1- 1 - Io H Ale, tx l-s to be Anderson Casement. Provide screens and all hardware as u TRIM 2 2.1/x'- (~.AM9Nf.LL TRIM_ required for finished unit. All window Hardware to be white 2H~ BXI'ir 4t.L6 sr ~Ja~Ls (locks, crank, etc.) Exterior finish to be white. Glass to be high performance sun glass. °r VERTICAL DETAIL 'AIL 1.915' --_PHp~ Sale 3" = 1'a.. 1'• Verify with Anderson manufacturer if Steel reinforcing strips are required between mulled joints for large window openings in dining room, living room and loft area. Provide alternate in erl.aa~ rmo bid price if required. ,r - i ~ 1e Windows in shower to be aluminum with full vinyl covering (interior and exterior) sliding units. Contractor to provide ' 116 enrrifiradnn an.l rnr n n~nnncnd .,nndn.v _ o uA~l 7 Low a mocEL # ~(0?4 !a i s SKYLIGHTS TO BE INSULA-DOME - INSULATED GLASS SKYLIGHTS. KITU4$ 235 •o X3-5 KITCHEN UNITS (3) 30" x 30" LIVING ROOM AND LOFC UNITS (4) 45 1/2" x 45 1/2" I za.- - ~1 2 1714 W (Q Imo' 1 G\ 1'{ 2-9 8 u 4 o y2 MASTER BATHROOM UNITS' (1) 45 1/2" x 45 1/2" Oj pIhIQa tzH UV 25-2-* 9-5gw5'-0t ~JEERr.'IN RGI~(a (1) 30" x 30" sal lop 4 LIVItJ(p izM. G~J_71a R 4-9 n6~s, SUOI p 1. om. oP uu0 nv 16 2)(NVI(,±APK off. 06 WS 171'x' (I)G~VI(oL (I)cVl(PR 911 1 . r,4r~ -U40'6 - EXI'1j.TO!,2~Mrd~ C* 105 2 w9' ri' ASK Exl c(7N' G n~n 9 ~W!~'~ 4'-9" x 4''0 2 SxWi-r o~-I ~o IJE~VIfEAO I ISSUED FOR PRICING W7194 2- r.- GNL+r -L -q.. x 3-oyi FiKlh~til Co 10 eA714 _(L NO. ISSUE' DATE 12 3 a H2M # I - - GN 13- L 19° Ti' o~i SXIh pN'!c ~ Q 13' GaRClPS u u ADDITION AND ALTERATIONS TO; 1°- GORDON RESIDENCE 825 Bungalow Lane ~I- o~EIZtIVIIdra i¢M- - - - - - - - 'FL0KI Ame Mattituck, N,Y. 20Z LIT7 100 LPFT - - GN10'3 I'1 x 5.O/ Pik'llWF• 1~L• Loft - - 2 G~V2t-GP25 K9'-o~" n u r G\V 25 - 4 9"x 5 o'~ig" i Cliff Broffman, AIA - y 2 - VI 1_41WAt7 PLUM ?s/9y GiFFO~U'En ARCHITECT ahe ;iNo W VIAL L(JeG~/ALUM "9R9 }3ATHRm.M e TVa, G19'5-,3 - (v.I%w4.5 49 Highwood Road 210 G\V 1r;_S* 9-1'i k-5loiig' 4F. REIN. pw~ East Norwich, N,?l, 11732, 211- , - J?- PvgJ2gwN_ -1-35 1-9 xwvs j (516) 922-4160 eROFF 'riZ Ae13 ' - - - "f•YPE 2 - 2 2 5q hLirJ;i~~ 8~06 oF~N'r - ii D AID{ I '~Ihp Q i :77= q" "2 p6v 64 i ~I l~ lhl-~ 211-1 ~L ~ ~8G lob 1-~C-~J 2k~o \VtaU. ~ aLacv~ ~i%d'. ~ ' ~xlh~ W61.L ~2+c4~ 6 P I: w 8'-n' trip. U- Cc~ry~~l~r, ro P ?rr? _ u Gjl-clt2- ~~'e5: ~ _ ' '~o1LlAllp L J rc"P- F3r~ ~Ihe h ~R apS, 2c! I~lCo 1'o {3e r - mri m, o~lb~ 0'"*2 \VIT44AL .~eles • ~ d d ~N ~~J 2K6 ~Jau,r~a - hde ~n ~JawC QC luN6~ o1z a6r- r.J.a! pews pion I' a m rxr~TT.'J,-. , fueel p ' ~ LIt1E~:Lwl~b+2.N 9 9 piELdv & 40 c-' \ LaJ~W~Yi GYP fSt _4 ~ l 4 i O 8 I - q ~ ~ ~l?Ir.J~i C~~. i i e~l~ It )A/ I CV~G770,1~ G I D~ I ~ ~uRfL F~1!,}, J/,~~CU.. N. TV ? O'UL" lN~'o c~i.t~a¢ rxuac.e r "(pyQgt'i I ISSUED FOR PRICING 5/7/94 T, Wx , r>-,J,6.LL) II ~ l NO. ISSUE' DATE • '~+dht-~~LA2 ~U~LL u i u ~ u ~ i i~ n 3~ ~L2 ~ a 41g~J \V~,(, I N G.U.D. fL . ADDITION AND ALTERATIONS'TO 141-0- GORDON RESIDENCE Illy ~ ~ • j 825 Bungalow Lane l Mattltuck, N.Y, I+, -N hrprubr;2 GJ-~'o~' I-~(oCi rz 1+i 1}1 N rAI2 DETAIL ~uih~t ~w~rv~~ L•~AiN~n~ c j 3 Cliff Broffman, AIA ARCHITECT I 49 Highwood Road East Norwich, N.Y. 11732 (516) 922-4160 Q BROFF Z ion GAG ~~%I-~ R I A *14 also II I K6, T. -1xG G cFAPR ~OII~G thDI ZGr~ Itiko 11 j(I21 P I ~ ~ I! ~~/~''1G~PPRFLfU12Fi'f12F.A'~CfJ i c.Lr'IiP cnl~oUs rl~fol FlA~in~L, ~qGl IJO ~I A(N~~Arlrp~'1p 1 i i ~ 11 pl2 Gi7gD'G ~/q Eic"~~21 i Irll o° x,2~~ (z ,2Ri~l i Y •411-~(P i A5 r IP 6Y Ga fz 151 V z aPJD• r'aJ ~L i~Jra.~xt (~.60~ ~ ~µ~rdrPLB (~F xF - X wog C~12oC-V- f L.r c `f"`f T°-f ~~~I~II o,I.F.~pERh ~ 2x l0 2cr~ ~Ih~'4 ~x tr h.EE{~5 ~/~Lr~$ \~~Rc+v ~ \~~p~hIVE• ~ °M~ '00~ E J. ADDITION AND ALTERATIONS TO t GORDON RESIDENCE 2c ~u~a eAuT~ i{~ 2x ef!. ~or~nl 3~° go`K l~O 1. A~JICtPi~'~'C uE L:,2GGL: ~A I..Er7 825 Bungalow Lane y~Eak Mattitu Ick, N.Y. IN _ - Ckl LAV SEc~rJP FIR DE~IG pE"~AI~ - - 6q r °o Cliff Broffman, AIA ARCHITECT ALUMI~1LJh ~L~IFt~rP 1"A~~~1~ 2x ~iLf.~~'ER5 49 Highwood Road - I /8"GYP. ~sr. I East Norwich, N.Y. 11732 floc ~rI~G wry r~Ea (5161922-4160 i2xlo IZOaY .lmlhT4 Ila~~o•G• ~h~b~ I Q 2x (p..~ols -S_~21-`z'~(1r'.fG ~MI'I-I (p ' ~,r~~ ~i~YL&Hr ` 5RO M9 U 1 • A I I "186 i OF[.~N it _ 1~~~x 1~{ ' . ~ ~,i ~ ~y J.~ ; wusOp~~Yld~MV~pwl~oa4wve~muvm®.Ww~n~i~Ywmrm~wwA+a~'~~. rw ~~~pI~A~~~~1 ~ ! i . .,~~r .r•y1 Y a f S 1 1 a~ I r , 2P' 24:1A_6WIfcI4 r i~ ~i - +I M Z* A G L nje@5 At, hlw r ?r i • 0. I fiY c,4R- I I o `L- 'i tv n fi i ra ~4 ~I l~ eruct ' a 4JPW_;-I n I I F At, 11 ' ~ Mr ~ Ili R 3 I I+ N / pp it ~ I } y hr,np M ) Y Tn 1 Ur~E y ' i ~n l l' ~P -1 ®f O f 21 <oV MPtNFi'. x'~ -I yll- i COME= R , ll~~~ _dR ,~Ma 14 t~ h FaR-, ~y11 r d^ ~N a CSR r " - ' ~ ~t'T F $~Ps ~ : n ~ U i /I V, - - - - - +i i x. Q q i p Y, m q c RIcAC ~I'.LiA~ 4=1 0 . ~V' ~ 411 _ f i, I r n I ~ I pb dd i K d IJ r } „hx~~G+ i, a l R - - 5,4 'rao) V~ D fi I K. F1 I 11 J tw. ;4- TV ';a4 AL ' p a! FGA I !r 1 if "a ! _ _ _ _ 1 / %V Y k Yy k .4 r f r' ITT; m „ I* I!~ ~ h! tldG1 , ~ it ~~'E" sp(7KF I~, 'A-gAGUUMI~~,', ~ NO ISSUE"' 15A.L~ e~lw fALk' DUPM.RHCEPTACTL kl~ ;'E7Cl°STING gU7'f'.E TINGQU77ETTa~fH 01 ry "1 h1Z, V-15A U GROUND - F~ WITH GROUN~7P~1 3cxouN EnDU~1> tt~c FT Ct> ADDITION AND ALTE IONSTP~ I LE$RECEPkACLE 'VV AT*8fW;apF GORDON R- SID NG~ ~W PLA~ r Ir Y4 I' I,OI I ;ITON DECOAA 16252 . W DUPLEX, RECEE, P , J-ILIBBEL B'S262 J ~ DUPLEX RECEPTACLE BEL B 5242, W1TH ASKETED ~1¢R gNTAL * ~ $25 Bungalow Lane M1 p~;?- 1 Y S,5 Su s e n , CGS BLE LIFT, C4 mtis µ Mattltuc4 N Y. I x~ N-20A U GIiQTIND DOUBLE LIFT, t ITOINAE ,1635M.' d if. '1,77N THE`RM08TAT, l RMO~TATr ~ i P+~i~ n~~~M1 ~rhia i 1,~~ F~ ~LFi-IQ~ p~/~~"+ ,n3 M1M1 "rF 3 O,j 4 I DUPL'R,Y~L'~sP'I'AQ-E ~ F, n' G M { ~!x „w1 a r, }iW31 I+ f{, SY w . 1 fti~j RMry 4 1 x ,*r !#IdAf P . VI5A'lV~T1j-0 Rb]ND,15AULTINTERtRUPTER ® I~7CIIAUS'PFAN::: CR14~ _~Llt) Ausx >i'4N. M. ifyyna 11 ry'Y~~" 1M , K N j I rte K~Y hl Lox f! ydlR~~{ , . ' ~ ' TQN 1)ECR 6598 46A VACIA TRAL VACUUM 1NL&T Cliff Broffmq AIA d { ,67,f~ S 1 a Y S r X y~ Y MF. i - X,DUPIStgCLE 4 t aFy THREE WAY DIN SV-2QA AVI3TT FAULT I, iliUPTER HH WAY DIM N $WITCH h y 3 t so LUTRON S603 PV V:3TON AP,CQR9R t' WN S603'giY(,OQM - A R C H ; I , T E C T 14 ~ J I 0. t111 T I add l~ixY - . T., t CONTRACTOR'Tt T7EW SU7GEtAGLfi TRACTOR"TC11x?kMINE SIZE)Ofi DTMIVI,ER ' ,Ifs tl~ ,.y>ta t '~s~l4tt',_ t yt'I (NIZ BASEb ONLi(}. Eb oNLiCkH R4I~KIAA A9'kilNwoo~i Roam y~ n; fi Eps1 Norvaleh, N.Y. 11730 17 t Yr s ! ~ ~ + n TO 4F + w ~~~f>y ~'4~ ~>x~n i ~iy e'T~ ~ rMA,u Sdj I w Iv ! 4 i b`1NGLR P4?~ ~1V z [ NSW SINOLE RECIIL~TACLR ~,LUTRON S tPS,_ "t~1 ' ,L>gLWIT~ I, ~r(516) 9224160 o al r ]Y f 4' 7tib } s li} , YY Iel IT I 4 t ! , y~ Y P .d,f4} {I t~ 11 RON S 1PSi, . ' ;IIv r 1'' Q~Aa -20A'UOkol rm (arz, t;Car~u e) ! ~L VITON bEeOSA 16351 DiryIMfiR SXV TC ' MER SXCtI"~1, 1 IA 1 1. v MUTRON ~6RbPIV RON S640EIW (6b01 i F saop~~ ! S l~ a _ - if E DU ETTQBE.REMOVED. LUTRON 5168,# STING l.CONTRACT, RON6~OR'U-0 ` ~i o>~ vy U i~Gk110ADSIZE'.OF DIMMHR I If I S &isbm OUTf ET Tp BE;RELOCATEDEASED O V I,d`W WI OG AS~IEQUIRHA A 1D' 1ROVIDE W GROUi1L ANA ICAI; BOX 120V SUPPLY? 16K 4 - LIGHT CIRC{JI'Giw ~Y~ i`'IY X~ 4 Y v!Y i b, N w 71 IICE IETER~(R : 18186 , Y SUPPLY. j}1~a[*t~DTQ aFNEW~ TT t, I IT CIRC(71~ON,;SWITCHED'. 10 I MIT, - . 'nxiSW a.W!}}.k.5`'?r~'il~i++4w fa ij ` ~ ;fj 1 ~ I 9 h I+ I~ rrI~I G Ihl f3~'T-{~2o0~~~ ll-E~- - -~-7t i -A76, - ~ ' I o~ _ 21 311 V ' Lei o - sKYLIGFIf" :~J~ ~'-;i 1411 11 SI d c 4 1 -3 O zKYllbf~'( -t ~4 1- r 1' o 6F, p> ~-a 0 0 0 -N ~ ~ _ ~ i _ 7~, •I~•,P~'~~I III p~~ D s e7 ~ 4 I" = 1 I 1 yM1 i I~'" 2~1 51.51 5~~ 2 41 1 t_.Y~ •I ii 1. ~ I 44• _ I' ILc G j F F 3K`f~lC!f~'( 'tnK'M1WIN'r b ~1 Ir 4 I i (:e ~ r iJ 11 ` 1 if1 -17 iw , I - ~ ~ ~ c ruCF 1 i1i i I ~ I ~ I, t '<~7j~P:;y, ,y L., - _ X11 19 ~/M' tSEE "PLdb.' E•i,.f+~ ill ~~III {~I VI ~I i i V I I1' III, i I I yµ - SIT 41 ~I _ :_II FT I I- f ISSUED FOR PRICING 5j7L9i4 No. ISSUE-a DA' nr i ADDITION AND ALTERATIONSTO'`- GORDON RESIDENCE +5 Bungalow Lane 'ryl6ttituck, MY. r.,u ALL QIM~N ARE { tAKF~ PPRFlLLFL 4p ~E14r~b cEIL J6 ' F i Cliff Broffman,. AIA oF' L&I' ix`flia ARCHITECT piMG+~ - 49 Highwood Road East Norwich, N.Y. 11732-, (516) 922-4160 f. ' I ~4F BROF~ ~ w of I 1 i i I~ y,wam~ZWM; 1~.~. P~ir~2ooM ~ 2 -i'•'~~ }PALO - AL13A1.1-CF~ 2 r~ T 10 (;C\v A 11 4+-1IC•T I7U IGr4co»1 0@2"1 Llv 40 fGM,I n• 1~wi~1(ow jr~v~a~Nr Oj ~ I Gr l-o~~~~<v 4~A1,o 4~ ~71G~' ~~18 ~o~v 1~~,(z 38 COII.~x2~c~l,E Gent I.~x 1~a ~E e~n~ Martz 13~+M I NT 4ALP q8 Igo \~~orzs~ ~ulki~~jtG I~G ~v~ CaI1,Ex ~A~L~ Ir~oW ~Z~a Y i - n-~cANr~Pis~rJT ''II ® CoI1 Pei 0c~. L~. }#A LO I f 1 'r 10 1~ .J ryg 36 16T 4400- 1 ,A--771GT -411 2'~Gt!! 4AL41 IIrlorix2a +E - '1'11 LT -41( I r2,0 W/ i7AM~ Lo~.arlo~ ' ',~-r1F~~ ~2 'KufioFe 'hL 550'30 ~G C~7~~a0\V 0 i3a+rzmrl~~NRE r1ar~~+ f,iG+l~oUE(~ `[?ol 7ib° \J IpY~I.» we~errwi~T cc/ I 18 1 ISSUED FOR PRICING 5n194 NO. ISSUE' DATE d,~GU 21t~( I.~uP~f3jgLL QUAPTZ Mlhfl? (~~T3 ~Lopo~~m~T ~wc~n-yam ~vN6oTe~ ADDITION AND ALTERATIONS TO HALaG~~N GORDON RESIDENCE L4m 825 Bungalow Lane Mattltuck, N.Y. UGI-ITt-6 Lr:~,~.rlr~ U~~RCa~~$~ ALKC,o I.i~'I.ti ~~c+l ~+IP u3 Cliff Broffman, AIA LlOiitT ARCHITECT 07L 49 Highwood Road East Norwich, N.Y. 11732 (516) 922-4160 Glace- Lla -4 r Li~aNrd ire vPy ux e - 2 LAMP I t~ Alql (,ytiuN~i Hr~Rizair~-cu,~ h>3zvE ~,iaoL•iN7InE) - _(~o ~J Q BROpF Q ~2 _ f~Gif> ~71b~ - 'ro. t~ 1~if7 ~ Z1UNE~ ~JAIa. M'~2 - LaM - '~Ta,ee OF ~~oFr~wt°' I Revision r :'1?ate - evtsroe~,iw: 7/21114 A-1 TITLE SHEET EET ZONING, LIST OF DF LIST OF DRAWINGS A-2 GENERAL NOTES NOTES PLUMBER CERTIFICATION HVAC,ELECTRICAL,] :CTRICAL,PLUMBING ON LEAD CONTENT BEFORE A-2A 'GENERAL NOTES NOTES CERTIFICATE OF OCCUPANCY A-213 GENERAL NOTES ~TNOTES SOLDER USED IN WATER A-3 SITE PLAN Y SUPPLY SYSTEM, CANNOT A-4 CELLAR FLOOR PLA FLOOR PLAN EXCEED 2/10 OF 70/, LEAD. A-5 FIRST FLOOR PLAN )OR PLAN A-6 SECOND FLOOR PLA 'LOOR PLAN A-8 ELEVATIONS )NS PLUMBING ALL PLUMBING NNSM _ A-9 ELEVATIONS INS & WATER LINES NEED A-10 WALL StCTIONS 'TIONS •,°T NG BEFORE COVERING A-11 3/8" KITCHEN PLAN IEN PLAN 3/8".OATHROOM 1&2 ROOM Id't2 A-12. 3/8" MASTER BATHR 'ER BATHROOM H copper tubing Is used A-13 DOOR/ WINDOW/ FII` NDQW/ FINISH MHEDULE fcr water distributing A-14 STAIR DETAILS PAILS system: piping shall be A=15 ROOF DECK DETAIL,- :K DETAILS of types K or L only A-16 FIRST FLOOR ELECT )OR ELECTRICAL AND LIGHTING PLAN A-17 SECOND FLOOR ELE zLOOR ELECTRICAL AND LIGHTING PLAN A-18 LIGHTING SCHEDUL] SCHEDULE UNDERNRITERS CERTHI A7E REQUIRED ELEVATE HEATING APPLIANCES 18" AS REQUIRED BY PART, 717.3 (e) (4) OF N.Y. STATE BUILDING CODE. PROVIDE 1 ON. FIRE RATED SEPARATION TO PART. 717.3 (n (1) OF N.L STATE BUILDING CODE. PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. t lft~`1_ , , lr.L 30 r,sl eeri=e s rF -1 PROVIDE OPENINGS FOR ; ffi f1A>@IN13 Qi d`'l FD5rI1°i: "l , EMERGENCY ESCAPE AS 27¢7~§a~'.salc'P~NN aei u~ REQUIRED BY PART 714 OF j_ ir;dp~};va~PPI EY;TutPPS .u ;,:RiwT;; N SHA I. r.e.E n.. STATE BUILDING CODE. 'G~aF RL"-'E'~0.EinERiEfUro'~ a0.MEfu9F,Nro'S OF TH5 rM) Ch",STALICTIONt 6NER'+_'~ ' C~'a'3F5. IMol RFSPOIA NOI' RESPONSIELE'N KM nF,YGM ott CODS MuCT 3R C:ODSMUCTIO ERRONS ' pR,:iCCUP11,11cy OP TIMEq~ M g 0.~P~'E.I;WFIJL 41" 2z/3n E°I''Gr~p IU~wr CERTIFICATE OF OCCUPANCY as yLLri ,I-5 1114, I ISSUED FOR PRICING 5/7194 NO, ,ISSUE' Zo~1n-1 huh, co, uP rAI-a 1000: z3 - 3 • l 3 - 3 • ID ADDITION AND ALTERATIQNS TQ. Existini Construction to Remain I~~h''<zlGl" ~'~O i GORDON RESIDENCE 1 Existing Construction to be Removed ~/Ae~J !?Q,QI~JEf7 825 Bungalow Lane Finished Wood MoMfQck; MY, °NT Gjp 2'~0 + Rough Wood Framing d2 50l r + 10 ol~oy8r> avv~t iorl ~SNreY p~NreY T Earth Each'FIW ~IZIPT e I oPna l~1nr~ E 'i1~e 1'a~ect.I Cliff Broffman; AfA 4„ ,o. ' 4,,~ • Concrete ~lbi; 15+?a = 35 2y + 2a ARCHITECT Plywood (Size as per Drawings) NINONIbt}T 35 3h 41, ldr CWfeA" 20°lo - 49 Highwood Road Steel I,,~T LOT 51ZE ~6 (o5(p ,fir 2p °7n X131 `~Q o~ ~UfAt East Norwich, N.Y. 117322 o~ ~Uf AI ~W A12~iA A~lgga; O. (516) 922-4160 ' Gravel ~ic~W~r7'i t>G+,/a~ 21~i~! `x2• ~r (INLIV~FS, t7~Gk~ G 11'~~ Insulation (Batt -thickness as per draw g) @ BROF.I { is , t e G k~ P r r7 ~ aim X e M 4t q~try .y ~ PK b 'I , 1 r # r n 'ynf a~ r,l I~ r tlr-h '~'(x,~~'u'~~a yA+ngn vJ. 1 1 x x I-y : ~ 4RQ~ AItSITFHE;ITEMt1RTH8~R03ECT 10,+HB CONTRACTOR S$A,'LL REMOVE AL4 R 8Ri5#I Alm rlI ' HL' ACQVAINTED WITH THE WASTE MATERIAL PROM THE JOB' SITE ANp SWEEP Ifi r ] NI 1y~,dn 4 V °f',tld 91 F " ' - I I d^n ~F ~v'~ ~d18 4r t S + a ;OF TIC,It,I83+i[$'I`~NC•~,{TlY1fDi9YC1NS "F HE'APPLICABLe ~ t. 'pRppM CLEAN ON A i,~AILY ]BASIS. i2i - QS :A~1Di EFR(l~tE'S! NS'. rAIRE INTHNDED TO UPON COMPLETION ' 4 # TH .WORK I9[iT#}Tjy'SH~ L DF THE PROJECT THE tpNIRACTOR' j ` • }%yi n#i ''1'.4#'~p~ lr'r r. N',cca1 'L' }A' GRAPE _ M {$iSp O pE ALL,'LUMBER ,MUST BE SOUND, TLLOROU,GHLY SEASONED. WELL, MANUFACTURED ANDPREB FORMtVARPANALARGB,~A:L~.f;'I"6rANb-i 5. ~lrrY¢ r, 1~ v ' rl^1+...6TM J"~x~,'IS^ily~F~''a, J' ~~~ry.T#IE C'ONTR'ACTORS " SHALL' REMOVE AI.LSURFLUS' MATERIALS,4C1i,5 Oh`ME17"SHA,f~"1]IJRIvYTOASTIMf16N0'1'S. wiNDE1 ' 1811 TO #'f04WM1NE l, `PHE; ICt EXTENT, OF'' FROM THE PREMISE AND THE~ENTIRE AREk' '8FT IA ~ a4 p~ , , M $HlM Alrvi- r ~ftl ~ t i t s4 ra r~rt~Ma' 1 1n~+~,t 7i a EWOR34BYP>?RSONAL,FIELD,OaSERV i A+PIONS.ITSHALL NEAT AND CLEAN CONDITION:THRO,UGHIpUT ,u IJI+L#ERSTOOD UPON: SUBMITTING `,A ]BID THAT THE ' . r 'T W , a v•" a l4l~ ROUGH HARDWARE SUCH AS SPIKES, NAILS BOLTS I t 'Yt d ~ ~ VjSjjEDT$E SITE AD IS THOROUGHLY SCREWS BRIDLE IRONS, ETC., SHALLBE'SULPPLIEDAND SE'T' CHR bGONCRETE;WJTH AS NECESSARY FOR THE PROPER EXECtMON OF THE ~ y~r ~}.y' .~~'.•t,-~t 4 - ...'"'t'r f ra' 'N Is ~ ~ r° ~'7J yk y EFy~y' 8 ~~~~L , e rix~xi t sty ~ ~ IaTEDWRPE# THE WORK REQUIR 4AND IS THE CONTRACTOR `SHALL TAKE SAECIAL tj#~E,EA'WTIONS - SATISFACTORY..-TO T.HE'BUILUING OWNE„-AJ(D ~ED IN NIS RID, -TO COMPLY' W(Tei THE INTENT OF THE y,', *u a' ,gLB, QIy 6~pA~yYIL THLC~Ky,.~'PO4Y WORK. - LIVP AT A, w 'r J AFFLICARLEEr WRaOS CObESANASFECIFICATIONS. OCCUPANTS DESIGNER,TOPII FROM OTEGTTEiE HAZWORI{MENANDt IEBI~~LDING PAR tN3 ALL9'WC~ "art" .,1 ' SAPS SlYd~,L ~ nw~g O . A RDOUS CO ND T,GN~ L9"W13f w1 AELIJ ~7~~,,6`T"UD ~ ~31~11b8 Rt,[IK bF'Rl~pp~t TQ gib ~ ` r'~S g~F>'J c~ rr ' . pl;iR'.f,7INQAN6tOTLl4i PRADESANDER'.EVATiONS I ' ACCIDENTS IN CONNECTION WITH THE WORKI PR0,IRES9. - ,may b '?,THE ENTIRE WORK SHALL BE ACCURATELY FRAMED Y.RK VIRQIN SOIL PLUMB, LEVEL AND TRUE, WILL BE SPIKED) BRACED AND " E RL LOCAITD B1t''AL(#PENSED SURVEYOR Vol ~ E lVAD'.OE 2 T'GN,S pER 'ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND ; r re _ Z,THE CONTRACTOR SHALL BE RESPONSIBLII FOR TAFE ' ' . I!wK, 7,41, + , V " 'JI "JIEI,OW 3f-5 FINAL TO _ENSURE EVEN SETTLEMENT ANLD, SHRINKAGE.'. dr „ y t ~ 7 J~, MAINTENANCE OF THE WORK SITE, BUILDING ANTI ITS ' I? GQ~CTORS}#A4L;NOT$CALETHEDRAWINGSAND ,A O'OWEST E EVATION THROUGHOUT. V "IE~ttC1@I1 SO" L IYrAV1S,E•~`J,~E DESIGNER, IN 'WRITING, OFANY FACILITIES. THE- CONTRACTOR, AND HIS '$UR- - T CCACIT PRO ANDP T$9OF '~S,INC18'~'`du,~N~`i1 EB'9" F _11 In qd Q PAR;"~+C~,li17 ; RBPANVIES OR CHA.NWI REQUIRED TO CONFORM TO CONTRACTORS SHALL PRQVIDEA4LTHETEMPORAR`~` IO. WHERE TIMBER DIMENSIONS ARE NOT 6H10WN ON THE ALLE ` SITB°PONDIT(~JNS LARGE:SiCALEDRAWINGS SUPERSEDE 1 OR PERMANENT GUARD. RAILS, SUPPORTS{, BRA n I AIpN NO$S I VCRSICAI DRA INOS OR SPECIFIEp' THEY SHALL BE P'ROPORTIONAL' NOT 11(0_RgkLV d " y~NySF~t~Aty(pyl~~fy~X E~yv~t d R #+"SCALIJ>kRAWRYGS,. SHORING, ETC. NECESSARY TO MAINTg1N AII'S~AFE #nCIM)1M VERTICAL,, d r" rya TO'E SIZE3 G[VEN OR AS REQUIRED BY OTlli'3~,w fJk1M @Wg4A,1kW 21+"~i.4,(fu 1 4F .4tt{{ 'i„ ?1/k PLACE AND ALLOW FOR SAFE 'AND ROPER CONSTRU&ro; rs n % r k r THE BUILDING EKCBPJC CODE, TO ENSURE SUBSTANTIAL CONSTRUCTION AND TO t Y 1 p J td's 4 1' k 3Id.L„ 1iOENO SPECIFIED AkE INTENDED TO ESTABLISH ^ OF THE WORK. I . ri t~#(.AF,T,T~C OF'- WORK, PRODUCTS OF OTHER 6 JwSWr ND WALLS TO . PROPERLY COMPLETE THE WORK. rw ' RO~~e'at" 1N BE tIIIPACTt7R> R$'EQUAL IN DESIGN, COLOR AND 20 ANY DAMAGES TO EXISTING PAR PI.ACE : 1rW1TIIDCILE %i ~~~rsd?s~~a ~`r ~W Jtrk Y 1F APPROVED T(TIONIS F4Q CEILINGS, FINISHHD WOR'1~, FURNIT.UREAN4 FWRNISHI G - +TY MA' •'BE SUPSTITUTHD, TRIP 11. HOUSE FRAMING SHALL BE PLATFORM 'T'YPE WITH. BOX GAND 6'-0`, AND TIRE AID nT0 BE NO HORIZONTXL REATI RWB t .z BY THE DE 9 Rr Itp;W(tlTlNd;,PRIOR TO'PURCHASE, AS MEETING OR ANY PART OF THE BUILDING OR UPPMENT CAU$ t~1~ } ur d SILL,UNDERFLOORINGSHALLEXTENDTOFACEOFP.RAME 2X41OR 1~i;XIL !,,PbKT AND,x 3f ~R$ d7 44f~p$ AT, . $S"!"ABLISHED'DESIGNAMD FUNCTION CRITERIA. By THE WORK OF ANY CONTRACTOR OR HIS WORKME t 'r - b AS DETAILED. n - I •A44 PFENI $ IN o m S SHALL BE MADE GOOD AT NO ADDITIONAL EXPENSE TES, ( k o LQ IRA ~~vv g~ y~~~pp ^ nrn~S ? i'~ {t A IhCkh tE {~kL5 'CONTRACTOR SHALL, FURNISH AND INSTALL ALL THE OWNER. y I2 FLOOR JOISTS SHALL BE DOUBLED UNDER ALL PARTITIONS JAMB' AND IMPStll yA l(.' AND EQUIPMENT AS SHOWN, UNLESS y,'2F THE CONTRACTOR SHALL GUARANIIiIi M 1 WORK AND WHICH RUN PARALLEL TO FLOOR JOISTS. DOUBLE JOISTS EXTERItlR.,OPI3WIN Ir` ..•yyy" '"M I$E NOTED BY,,THE DESIGNER. ALL MATERIAL MATERIALS FOR A PERIOD OF ONE Y AR FROM -THE LLp:y~~ " .SHALL' 0E• 5'EPARATED AND BLACKED' AT 4' INTERVALS i} R I !II I6" IAI`G'AND LQCATEIx' WHERE PIPING OCCURS. ~y~ PLATE'; a j } NEW AND OF THE BEST QUALITY. i ~ ,-m-~ s, oS,~l-/'tlN' ~4MR AND '#'+0" 'M'AXFROM -ALL PARTITION I 70N PG ACSHALL ABAT At qCTM~~G1 " t~~ rt e , Np A+E',0 *ALL BE'ANCHOR;BOLTS°ON EITHER 18 PARTITIONS AL R A1+t~7 LdU"~'R#B':WAL45, Aid„ LIaiA$ r a Kr ,atft, t Ldp ^.~IO>STRACTOR SHALL INCLUDE ALL .CUTTING, 24 DEFECTIVE ACCEPTANCE OF THE MATERIALS OF PROJECT AGAINST WORKMANSHIP. a y k¢ , ' HEADERS AND TRIMMERS SHALL BE ROUBLE: ALL SECUIffy p1 A 4S= d',,,b - Q ANDAT LEAST 2 BOLTS IN ANY ONE HEADERS AND TAIL BEAMS SHALL HAVE ENDS SUPPORTED SPA. w` goI G,. AND PATCHING REQUIRED TO PERMIT THE " w'-" ' 1 ?.L'..~~ IN BRIDLE IRON HANGERS. . WHEIT! FA,,R'I'.IQ~P$,pIEiA4'~ AT40N(WHIS YORK' .24.ALL BUILDING MATERIALS SHALL BE NEW AND BE THE 1 STUDS SHALL FEAR'ON A MOO PRAMS ON:T~* OF T 13 BEST MATERIAL AVAILABLE AND SHALL ARRIVE AT THE -,END OF JOISTS RESTING ON GIRDERS OR ON RP.ARON A $O1 E F,LVV AT' L AST x"'Jii I , EFFORT ~BEEN-MADE -B,Y'THE ARCHITECT TO PLAN SITE IN SEALED CONTAINERS AND/OR.HAVE GRADE ,MARK ~ 4 S'EEIAaDJDICi IN COMPLIANCE WITH THE LOCAL BUILDING ON PRODUCT. BEARING ' BY'G CD ''RACTOR SHALL EXAMINETHE r PARTITIONS SHALL BE LAPPED NOT LESS THAN 4" NOR 'CENTk3R V0 BRt,[?B(J8 • 's~ Wet IVk WATERPROOFING AND SHALL NOT MORE THAN 12" AND SHALL BE •ALE, 6E'A PUUMBING CODES AND ORDINANCES. IT SHALL BE SECURELY NgTLED, TO ,r f NY MAIlIM ALS IF°`HE CONSIDERS.. THAT THE PLACE AND TO EACH OTHER. OS DOE AL4.6$'Ah17~Q PARTI t7G9w13 l A rr Ti{dl 'RESPI>NSIBILITYOFTHECONTRACfORTOACQUAINT 27 ALL MATERIAL TO DE INSTALLED AS PER !r TUD SIJ ' MOT IN PROPER CONDIT`ION' TO RECEIVE ?"'fi 'fib "CE i JIIMSII(.F WTRH, THE VARIOUS CODES AND ORDINANCES, A RRQDI00 1 IN DUMETER IFS P lyk pfp.y Q, a ~p~.yy~~' ,~4~ _ z~I"~ 8y„.{a ~?r 1 R 1 RETSI{ ING I J# NOT MANUFACTURER'S RECOMMENDATIONS AND yl ,'yT,,',O, WY THE ARCHITECT, PROMPTLY OF ANY , FLOOR JOISTS SHALL' BE CROSS BRIDGED WITH 515" X 3 CUTTINQOPpI gTaq PRG FP A pp* PAQ~i~9t~s'~.'~ 1y+ ~ryar.QNB ~OkR' POSSIBLE ~.,VIOLATIONS WHICH MAY 4 3 s v BRIDGING AT INTERVALS NOT TO "EXCEED 8'.0- ' AND FOR=I'YIN(tl. ~ ~'ANDSUt~TTRJ47'A~,SFxR~~gL ' r ~ " ` I« ISPECIFICATIONS, AND AS SHOWN ON DRAWINGS. " S ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND `I' 1,9 "'EION~(~rrANYMATERIALSSHALL'BECONSIDERED ' 6[ SECURELY NAILED AT 'EACH END WIT14 TWO SO NAILS: MEMBERS•A~ANI .~'IrA$AEP"fANC40II,TIIE SURFACES TG BE `I?REA'fE©. k: BRIDGING$HALL NOT BE NAILED U NTIL AFTER PARTITIONS ALL ROOMS Sv^A PP43 f~`.''HY SUCi1 C- EQUIPMENT SHALL CONFORM' TO:`[+'•~+Q(, ' ARE IN PLACE. _ ~~"9$lvRAMEY% 5ki1 iP 4 f3 U[d N V d ^ '•#iONTRACTOR SHAI,I,'COOPERATE FULLY WITH THE WHETHER SPECIFIED ON DRAWING OR NOT. X1I+(RT3t'.UM 7NOiC'7SPECTOR$, ANQSHALL NOTIFY APPLY *MBRANE WATERPROOFING ON WET . 7 i1J r 4 t Jh d ~+1 „w + 'IN 21iC'IYAkNr,.E WHEN READY_FOR INSPECTIONS THE i " °va I Ilo• ALL RAFTERS, JOISTS AND STUDS SHALL BE SET 12; AND . ,AppL~'j,,r• p J r1.4 p ~j T ' ' $HA,L NOT FR EED FURTHER WITW ANY l6" ON CENTERS, AS SHOWN ON DRAWIN GS JR- S`'II FA EA lA r r I ~ 11€ ~i yW r STIb', INS U."FP4'i'^+H' 21, IN EACH CASE WHERE A SPECIFIC MANUFACTURER OR ' 5L .0 PI "'WORK AT TEMPERATU'RES'BELOW 35 SUPP '$EI!L4h„{S,' ,rr CATER, ~Iyy ~5 ~ ~ PRODUCT IS MENTIONED IN THESE SPECiF[CAT[ONS, THE T ` +wl }~A~TiIIENMEIT' 17. THE CUTTINGS,OF THE FLOOR JOISTS TL, FACIILITATE END l~* pRDVDE. I" II I/w,t iMnitt9w q THe SIDES OVIP*1~C1 U1Y# S ~ g u}(~{ r1 tit P~f3YyfypIU~ ~ltn~4.Tr,fill3 i ? .a AT y4. E0 'y CONTRACTOR WILL BASE HIS B'ID' ON THAT ; T#i£&y'C~Q"ROIV SHuALI;. INSTALLATION OF PIPING WILL ONLY BE PERMIIMD WITH qRE USED ^ ~,y r~l wIriwNE$ OR' OTHER MATERIAL AS THE FOLLOWING' LIMITATIONS: "NAHS PASTO N+kR 9 N($'tl(1,. jj dWA, r' n : r4tr <.Fs X31 MANUFACTURER OR PRODUCT.' IT IS NOT THE INTENTION O'WYNBR'T4 ftJRVkj% `RJDSTINQ', - R"_pdiC i r . NDEG BY.'hWMANUFACTURER. - pN,' G8N$' qT. LY'WCkO~Ik?''Np°"6yydiliML$~ S5,7A}fi 9F THIS SPECIFICATION, HOWEVER, TO BE CLOSED AND IJ' ~_~ATION DF 11 S:AND SEIRU S/ , PRN6µ, ¢`T Aly~ bh':(1M I4 t JF 1',44Jt4 f Yy r WORK AND MATERIALS SHALL COMPLY WITH ALL THE CONTRACTOR ELECTS HE MAY SUGGEST . THE 1 • THE TOP OR BOTTOM EDGES OF ; JOISTS MAY 'CENTER kT-RERAEUTA;f rk a 2 P W!T A IJA 4B. R - <; ~j ,tiir,I'J ALL 'WATERPROOFING MEMBRANES SHALL - BE NOTCHED NOT, TO EXCEED 2",. EXCEPT H !5 ABLE CODES REGULATIONS AND BUILDING SUBSTITUTION OF SIMILAR PRODUCT FOR THE OR AD' TRACT~0R S4AALL PII ARCHITECTS OR OWNER'S APPROVAL.. I: OR AVCQNJCIIO`'l7~'~ PROIIEERTY,I SHE ` ^ v 'S}ISFE!PJF INS: ALLATIQNORHAVEAJOINT1N0SYSTEM THAT THE, NOTCHING OF TOP OR BQTfOM =1 LR. RQWR1NEi, FEL1k ~Y"IA y ? 2r 'I'ION DR S TANDARDS. 1)sJ7'#'1 7'I+#6 OWNER $ . A'# , DOFTHLCONTRACI'OR7'O pORT.IQNS Ok''1riM$pILANTING!fFJA,T~MS i, d " D'T I , WILL ENSIOJIR A WATERPROOF JOINT. EDGE OF JOIST IN THE MIDDLE TIHIRD OF ITS pdb~libipIIMS ~.IT SHALL BE THE RE$PONSIBILITY ARMO J'FlratCL CONSTRUCTION SHALL COMPLY MW FULLY WITH THE PROCURE DUMPING FACILITIES-OR OTHER MEANS QF i FURN# FREE ACG#ESS TO TJ#E'Wf7 Rk~ t -O WAMS SHALL T't Aq' CI$#' ' I t ~f t t ~1 r+ v ' v • S E ICORE PROWSIONS AND OF. THE +J Y.Q~ 10*1 G DISPOSAL FOR ALL ITEMS SPECIFIED TO BE REMOVED CaMNV °d r ' p., _ SPAN WILL NOT BE PERMITTED. ALL N/,fVL r +~TS it l^-TURN U~1 SKIIIIANES TO THE TOP OF SLAB. ! S'AAA fiL%IE w ,R 1 i ;yY• ' a~"» r.t ''-,EP ' ANV W yY 4OPING OF FOUNDATION WALLS IS p'1X I.VA ,APPROPRIATE. REFERENCE FROM THE SITE, +4 H~ p -~A . Y IIEI `L.p' 21 IF CUTTING OF A FLOOR JOIST MORE THAN 2" S 4S ` ' a 1~ tJ LD, ALLSURFACE$ SHALL BE DRY, CLEAN AND FREE I IS FOUND NECESSARY, A HEADER THE FULL B$AitI Y1'U Ii+ p C' ,fN %Y 164-fit ON Wi To Er~wxalMms. CH (y1)RD 5~CU I ; W71l 6D 1~ h~18 , O 'y 4 , ~ ace; " A , `~LOOSN MORTAR-OR'ANY MATERIAL. WHER13THE ! DEPTH .OF THE'BVAM SHALL BE CUT IN TO /a ,NATION WALL :1$. OF CONCRETE, ALL THE. WIRES II SUP COVERAI C°..'AT',~p~3y~ l~° v F4't d Ip N1' IREQUniED TO R£ F}KE-RAT9DSHALL BEAR THE f +THE CONTRACTOR IS CHARGED WITH THE R)rSppNSIBILIr1'y PORT TAS END OF THE JOISTS, SHEATHIN[i MD bC U"ISE'CUT AND ALL SPACES,AROUND SERVICE' PIPES AROUND tlPENIt JR, r;ki„Tµ3 ra x'rJ D 1~C GOYIM Whl'H'!b'I WT UA %W4, A.FFIXEO TO THE $TILE ON'THE OF PREVENTING DEPREDATIONS TO THE WORK DURING' ~^T %x' " ' fBCEALED _ 3. WHERE PIPES MUST PASS THROUGH JOISTS, j ~CNb'bPON, s,Aiyo C~'kfllM74i 11HH1G~D. r r t-- ALL STAGES, AND IN 80 FAR' AS DILIGENTA7TENTION~ANI) I~ col a s . ~ ~ ~4r tam CIE N 'yVI"('H',N.''I' E a ' FORESIGHT WILL AVAIL,. IN PREVENTING DAMAGE TO THE UNLESS- T yrl r HOLES SHALL BE DRILLED, TO RECEIVE THE $PRG ..q~+1DIFFERENf1.Y , L#IIRH MASONRYCONS"OCTJONSHALL COMPLY BUILDING CAUSED 'BY- NATURAL ELEMENTS. THIS r PIPES. THE DIAMETER OF SUCH HOLES SHALL p~ RESPONSIBILITY EXfENOS " ALSO TO ALL MATERIAL$ TOFS{7H. FO,R IiA'i~uc U$~ , NOT BE MORE THAN IR" GRE TER THAN TIM r SUPPLIE,SANDICONSTRUCTfONEQUIPMENT STORibAfTHE OUTSIDE DIAMETER OF THE PIPE. ~PRTENT PERSON 9H4L'EE,#N DIRECT CHARGE AND SITE OF THE WORK. L7RRS#EALIGE?ICr1YATRQ xr! J8lQN QF THE WORK AND WCRKM&N REQUIRED TO 0McnraAMS M/OWNI UN THEDRAWINOS y rrra, WNLR9 4z fA, a 1g.; ; v 7;IE>WORK CkLLEI;!l FdR'ON''THE APPLICABLE 9L. THE CONTRACTOR SHALL, BE RESPONSIBLEFOR'VERIFYdNG 'x ' ' f~ s rt s#y5 V4 t ~ r'~ ~~A L i, .~Isi.G$AN'DSP,GCtF[CATIQNS;FROMTHEBEGINNINCTD FIELD MEASUREMENTS BEFORE ORDERING MATERIAI:$i1ND y~BKCAV"S`TtON,1SH~11'1'L11M7'BND'$UFII?QI WALLS AI,I t,RdCINiGS To ALLOW' + e, s E',R /,Nb1PINAL ACCEPTANCE, OF THE TRO)ECT. PREFABRICATED KI' rMMS. ANY NECESSARY" AD1U"aTMEMTS FORMS AlI{b g)31i1r{ S " ,qs3 FLRyAt 1$~Q. SF~ALL $E DANE UNTIL THE RAFTERS BE SECURIELY SPIKED THE I a Ih t tPI OOFNG AH HAS*EN INSP,ECTED,AND AGUEPT,ED BY `fitOPPOSNG RAAFTERS 5HALLBl FRAMED DIRECOTLY OPP4AITE BETWEEN FIELD MEASUREMENTS OR BETWEENFJELD' ' .t^4 i~'- ~Yr'k? P, TMFNS.tNSREGTOR.'ONLYDRYCI;EAN EARTH EACH OTHER AT THE. DOE. THERE'SHALL BE RIWCE .~r SHALL BE PREFORMED IN 'A WORKMAN LIKE MEASUREMENTS AND DRAWINGS SHALL BE 'MADE' AV'. '~.EKCAVATJIIjN$ D TO A OREATEti,Q' un ! BR;USED POR"fHE HA(1~CFE;4tNG, BACKFILLNG [S' BpA AT qL RIDGES. T DEPTH OF THE RIDGE DpARD 'w f P !If R;-BV" MULLED WORKMEN' IN ACCORDANCE WITH ACCORDANCE WITH THE DECISION Of THE ARCHITECT. A~U.'yO.,~I~ORIZATtO BE FILL.ED,YI'T,I~s'II , + ~+ACCEPTEbTRADE, PRACTICES', STAND'A~RDS, AND EXT$A COST Td OWNER ;AT ER IL R{DG " WALL TAMP90,AND GRAD$D T'O,FITCH AWAY FROM, f SHA'Ll. BE NOT LESS THAN, ''HE CUT END OF THE ABUTTING , ' cORDANCE WITH 14ANUI+ACTURER$' +°~'~THECONTRACTORSHALLCOORDINATETHEWORKOFALL' ~I"VNOATION WAILS RAFTERS. ° r,'ENfYATSfSNS "TRADES AND SCHEDULE THE TIMING AS NOT TO CAUSE, Se CONCTOR SHALE. REMQV4 FR ' AEt WpgD SHEATTIINI3 ~",,,,a,y y~~r,~•~ P'' * ' REQUIREMENTS' FOR HEADERS AND TRIMMERS FOR ROOF CQV'I;p WI'I'IT CPQE LAY ®R'1 DELAYS TO ANY PHASE OF CONSTRUCTION DUE TO LATE" SITE ALL JTABILE SGH.TI OR $H,ALL',OBTAIN $I;ECTRICAL UNDERWRITERS SCHEDULING OF'INTERCbNNECTBD WORK., ' VfA'tftlr, r" - STEEL REAMS ~69441J,MNS AND LINTEL, ,S FRAMING AROUND CHIMNEY SHALL HE THE SAME AS PAPER ON THE WALLS, 7 CATR A COPY QF WHICH SHALL BE PROVIDED TO ' NSTALLSO "HERE SHOWN ON THE DRAWINGS. REQUIRED FOR FLOORS. ALL STRUCTURAL WOOD SHALL A" Lf~PPEI~; ~ A'RCIJRE fi WAL14 TRit PA PER SHALL 01i WELL, i fy 5 1 l~l~4 ?=LT. 410G13REA IN PLACE r , T;Tj QW,1'4ER AT TI{F; COMPLETION OF THE WORK. OF. AFTER SUBSTANTIAL COMPLETION OF THE PR1BC'11 THE r r.; r ,If, y w w C A' ATWWW" TO THE LATEST'EDITION OF $ r$ik if ZS CFFIMt YS WAa Pp , ad ' 4~1' ' "u^.Iwbu'.nA a- +n+N'. rr..~lrv++ w ,Y -;Y+M1jW2 y' t^'M~ - i a + ° "~i " .,w, BACKFILSHfeLL BE PLACED ^ CONTRACTOR SHALL COMPLETE ALL DE ECTS N, ND AISEN IN 'LIE ALLaR F AND T kWIIR,ICATj*9.POk VkUCTURAL GRACIE. EXTERJbk-C Jot r WALE. ~'r4Y ~`'hA1LS SFdw -iltw&" r. q ' f t ' l' r t, i. T'HE ObNTIYACTbR SHALL OBTAIN.ALL PERMITS, PAY ALL - OMISSIONS NOTED AT THE FINAL INSPECTION IN THET MB "CARE SHALL BE T + /P~~~PA1FlTEC'1AND,AFTERSEItNG R 4iR~1D43.",W~ , 1 $$AGLHB,$Hg MEET THE REOMEMON*: EW, PUL EN+Sr PREPARE ND FILE ALL NECESSARY FORMS, AND BE - PERIOD AGREED UPON AT THE INSPECTION. I' CQUIPMENT'bWBR BACKLL o ~H,AJNM_ lWJTH SN4 HEAVY COAT OF PAINT,,., ' 1 'I SAGNS LE ' R ALL 'R'EQUIRED ARPROVALS- BY THE " AQAINSTFQUNDA NWAL.1 3 THE U S PRbDUo1 STA iy hErtARI BUILDINGS AND ALL OTHER AGENCIES I "JbI$TS ARE FN PLA 6.:' ~r ! ING.JURISDICTION. h ' ' y " - - 1 E UNIP Y GRADES SIf.,LL ~E TalftETd WITH'I"H APPRL ~r ",n 4 k - PALL 4UMBER AND CONNECTIONS SHALL BE. IN ' OF,¢Fl~d AMA{ YE' ALL ANCIIQRS, SLIPS, • TIPS. ACCORDANCE WITHTHE Wf'Af P! BOLTS. JOIS'T', Nl'~ '(sL'.Q6 , ODE AND WITH PLYd+GDD ST~u AIBM, FURNISHED r y g f. "DESIGN EL;EVA S, RN P~ ~ , ,i ,10AND 11IASON'S BUILDING IRON. INSTALLED COMPLETE WITH ALL FASTENINGS. AINCHORS; AND $ T'I R I Stf A PJ{RAMQNGS, DOOR ANA HARDWARE SCHEDULES, POINTS ip BKTSTJNQ kJ _ AlD;, RE CUTS 'SHALL BE SUBMITTED TO. THE x i r~i p,;y+t4, " s wrv, - BRIDGING, SADDLES„ HANGERS;;.' ETC.- » ^r z. Sy,~ eE H7ET~I''I 'IP~,Dttp1!,I { ct s a FOR 141S APPROVAL PRIOR TO FABRICATION. REQUIRED BLOCKING 'ITIE CIS 'pfLp4^ a i ri Rr i Y~tv Jt Y 4 REQUIRED TO COMPLETE THE LOB, ALL STEEL'. 80LT5, TRADE MgIIIC AW itr~tar7pf!i!px nt~pr' $ t"~~ a~tj OERS STRUCTURAL SEAMS, AND'STRUCTUKAL j CONNECTING WOOD MEMBERS, SHALL BE SUPPLIED WITH H A O T~~ 1 vRra t~°T}I'#~GLIJ,MEBRSHALLBEDOU04ASFIRN0.2 F6 'i% 125E j 'AND TIGHTENED AGAINST, STEEL WASHERS 0R1E9 w.. .w - P n I at a. v AfI!' iPA$TTTIO S, ES JOIST HANGERS AND CONNECTORS, STEEL BRIDGING AND ALL 'I}R1gR' N AND PLATES. MAY BE UTILITY OTHER SP$CtAL''CONNECT70N5 AND HARDWARE MUST BE S41AI L HE WOOb eerrg~ ~~yy }yrn , p _ 3,TUl15 MAYI$ STUD GRADE, UNLESS OTHER PRES ' 6TDvtft EtE tPk Qllzp~t4 I ~f jJ n} AL+ 'l \ V~ key}ui, il INSTALLED IN ACCORDANCE WITH STATE CODE, THE 1~ ~ , ,FARMS PO$.`CONC1ig7E,SI#ALT,,~' oulTHELATEST SE'f 01' CDNST.RUCT{ON AND NEBRING ORAWINGSSHALL BL KEP{'A'1 IHC)OfSIT THESQ DRAWINGS SHALL R,T THE ~ REQUIREMENTS. T., TREATMENT" ENT" A -ALL' C`l1°pR~lf P y x 'D6tD a Nd+~NG SHB1t~INp SHALL BE LAYERS OF.°, CONFORMANCE* PROVIDE BLOCKING, WITHIN ALL PARTITIONS TO RECEIVE - - Q ~Is1~,My~y~~w~aY~+M.//~1y:.~y.~y~, QI~yNy~}~ tW~gy e~~'yTI1Y1~Ey ~ i ~ t/ ! v ~1''~.K' ~ ~'slrl ~ Itn . '~J IIaYn~ AI!RiD"Ff~~IEyw~+'~ 1W!r.P~15" ik.TkRl M~ ~ t ,~ilV~h } l ~~y RTS:AN'•; WITH A SjZON lNU CUR p , . . I MII.LWORK. BOMMMO N ATA L' rl , ' TlhII,I OUS OV$R ' - - - HbR17ki F CONTRACS'O o = n F~eN AQOISR AI L PANEL JOIN T5. ,SU$FLOOR r'JX. WOOD STUD WALLS SHALL HAVE CORNER POSTS BUILT UP i~J, $A 4t8RH AND Ipl1S $4" P OM "M I '100 I~TT~> R'AT°P1iE COMPLETION OF TLIE' Gu.4384y,TTJ JOIST AND SECOND, LAYER TO FIRST`- i USING THREE 2. u(p . PIECES ARRANGED TO FORM THE B MSt AT''flTi TECQ {J ;R ~A kti ~nP2p3 S In C fNTq 1 yl~r~laa~ k s'N{ 00®017 ~ OS 2 CO CRET$'PQR FW"w NGiS WII D.b INS VE6 AIStCltaa+~13:' COS G lS.. - a, I `R,UHHS{'V'H,SMET'ING AP,4 SPECIPICATtON AFC- I - INIEI~DR LAT`H1IVQ CORNER. PROSE FASTI;N!}E WITH 6D RING Ok SORXW SAANk NAI[;S ai(P+l, NG^"SUR rM /Ah QRLESS ' t ft ALL WINDOW AND DOOR OPENNGS 'SHALL HAVE STUDS S~~ JOISTANLI g11kId1( #Y~} 71"MIVNELS S ANTI 8b FOR THICKER PANELS DOUBLED ON IAMBS. THE INNER STUD SHALL BE CUT' TO DO H PLDOR JOIS''S got, fi 4 Q1 O, At PANEL END¢% AND 12 OC AT ,+A'P'GVAJ,~~'OP(20C.,IW;'RD+k#AYIN_..D, G` A WRI T PAR A'~ X45 RECEIVE THE INTEL OR HEADER OVER THE OPENING AND Axy'po NS RL1NN`IN('1 ! ' ' 1 Via SHALL EXTEND N ONEPIECEFROMLINTELORHEADER:TQ ANY POSTS SI~PPSTRTR Rpm T - Oak Z~ 4I1~ $H 1'N1 iL, I# f B IIIIQC BEARING s R SHA~4 IIHAR THE OI? RHUBS#A~ GRADE, MARK OE * AI L, wM> . SIT IHtT1 "THRE ' ' n m ~DNO~ WHOSE tT IS ORADIyD AND (y , ' . 'tFJE P L3F' 4i3~4tL`!~}}y8y~1y'+Cp, - r TUI#.H IT sttAte L' pNPt1RM, T'0 8t3,HD a, :LINTELS OR HEADERS OVER ppLL OPENINGS' SHALE, BE MM , r i ~1~ aROpo i s i,~ s r y~} . DOUBLED ANt3'SHALL,'HE SET GN:ED¢E SPAIN$ FOR ~ ~4 + T =b „ I LINTELS OR,FIEADERS SHALL BE AS #E ,DRAtVINQSS. 1 ICA'Vl f" ~r.g ,k`41 'itF Irs F ,M 1 1 l i, ,y, ~s ~ r P 5 s s- a ~ n. v er ~Ir N i , r N F 'A > +°~1 5'.I 3 e~p u ,p J , , 't r, i ,psi 1 ok.' a 1?6~p1N~ ,gar . 1 i { 1 I. t, ~ ' , Rr ~ ill .9 r Vn, a x, A h ry 4 '~/F If J ~ ~ Y41 ~l A,V 1NiTt1 THE,- M,AN'UFACTU-RER'S STANDARD ' ':y ~ r t Float " WI ATHERS~RIPPINq GLAZINGTrO BE INSULA9EDGLAW x 71, f YI Y J f'4 d 1 I^- - 1 + iiiy y~y~ry~5~~ *r+".r. `7TH y STANDARD SCREENS TO.BE INCLUDED. L ' v `kq;h rte, tt r. ~1 IMTRAC"OR,. SMALL` REFER TO-THE DRAWINGS FOR b i'E~f IMF t x N 1 r p d & FIE f t r i § r i c r 1 ' ~y 4 1 TMB Gf~riµA1;,FF~i,\yr1"IbR '$1i,<1^tr'aBTAtN AA7G1 gp,, 'AIIL F- 11 1 - i s a rs 'mr-&hur LOCATION AND DESIGNS OF THE VARIOUS DOOR'S`CYLES. t~ n 1illI 1LITK VC . V IN~, 4I~d 'wr~„~ tr', Al-L 1.~E V. \Vlt*It~~7` vfe'N{7~Tof.l 'N 7, r fe ,'n6 t'°kn MCbN ION XJ!!' '.,T~AfPk¢'ATfFIN'P(hR'S Er n l~ MAhI - j , y N V .?iS IJy f~ Y i I - ,';i,;.,', GCSNTICA,R'HAI.T~'C~8'Y`A1HrEt'CTRICAi,,`UN iTIS{d P - M.:VX~I~,(M":IwIIP ' ~ I ~ iC~~~ h14 c a ; „1 ° N1 fl ~lR o f 7" CBRTIff~ llfiR A GQPY o WNfCF1 SHAZL I B FRCfY -,AP f0 s } s 1 .#pa6i stein fim8h. Semi badsparent ! I Mil N ~rSEC~TtEI'~aLSTS i Tti$altiNHitATTH$,OMPLB1C1NdFTH£'Wal~K ~itiN;~VxLLIAI$ I fit' D P. ;W as "par owner. Sm in: t0 ~ hr* d f y ~h I~ ALSTW, s !Q f PYR Ti al~X+lrkk x F(,~ rpp~ ' ~ ~ VC Stain, W be bmetiefl on TH$CaNLRA FUjtNISHALLT0*1 ,,,RARP P e}*gr h~ * ix' r+ ~h'~C F,Y~'bICC Ntdi! Earnplej of ~ - f _ u r It a~ 4C'~` i + ' f AIIG FfI~Y+1,IT1TN AL{ WiR1Hin ZX A T /t£TO?R.,r1 y ` , . ta ski ~ 1 Eck to teceiVe t ? L;/g, SIN S{M'FW~tR'E'tF A~FWFIIRED FOR THE G4afNl1:, F VA1!162,St STAIN w ^ , d s~li{r~att ¢ tbmller At siatn ut t 7 " of a+ yt ~RS'> 41 i ' OF TH'a Wdw 'T`HT3'CA~`FI~MIGYOR SHa1~1 FIdYf R A11 R9 4P'xr~ ~*It W{il}nik'. ty0~ 'bitRppbedto yyymf5s_yay,~. CaR?nlT~yoFrIaNTwoa~ra I t~n~„ nr MM CH WOU0 BLQt } Taut ssN~t v d C - r , yi ,+i r d ~'m*'"1'k pat? sr edirsididg tube ; - - - } plim ed Stain to be Olympic 'rk Y V I M~ I~~~ryo*,ih~l. 1 x f°irf r Irk i' - r' k n + . OF, OUTLETS fL >iIfP At.>Mb10 to Ile d6tFnuaed. aRC111TGTDRAL ARAAYI~ICI5 SUPEEIyR f14R W~ ' SI~yN ALPLaa AND DRAR+tIVaS FOR I r>4"ATIQN,, LIEIT T'r 'U*T ~1?.. k} l RF/YYJ ?+F .Y y k IYHpJ F p i s5 IMO )M4-4AjXLS x1 CpNtrt~9ztL~ GOOR> ~r~A~e; Ad ONrat kfi $ wlI ' ~ r V w5 a u~. ,a r ^ ~,Y i¢ ' - ' Q'erMttp41#d'r npgces Within wall cailiny, b ~A ' d r Yd~ fctt ebnatt4otlpn ardUntl chimney pip#, A i li ~Ctw Q"Om C yee~ c 1'MER;MOST' T.RAIC, A [I'(Tr PONTIOPLI ~N a ,t x Sk;RS FrI'r , IIIJI' 9 a 1''. ' " eta +9fi1, 1~tNcftn and between tenancies shalt be _ xAS N LAID YaN aL sWertxs, DI p LEaST~?1daTIRS 'TWBent I IT T 1;T, r r I d 'I7 rtl,u lift of r 1 w ai vraRtC a LNSTAZM /iTIaN OF g I ..I~' scIR A'~„91T#`n?NTeDS~I 'arc, , r - ' d 1" Y x~ 1 411 l -1 All" kMM HHAMR d(?lS All4 SWITGHBS BY'BLEGTWAL CONTLIthG4frIR,. L Bti 111R , ~ tin r. ' d 3~ tk ki"~~ ~#OUWiT~D V~RTICi'fiL AT 36-r O G 4f1`R- ..SS N R1PIS1"x '~1"`' $ , CL3 "II UiQZB$5',SUk'PORTEDt1~( NOTED.' IN AREAS WHER9 45 OR6.,SW1TC~ S',+ _ l( iAk~l NFy e SH L'98' SHCUREI?; I Y , Ri QUIRED TAR "MOUW7TNb LAY OUT SHAIL' BE ~ IN1~G>l< Up1L> S5 pINRR>T AN kl ^ rl`d MPI~ p@ ill a1trR pq of nnnflaelrnabla material welch crri' (n f'S. A C (~JOr~'J - w r yid a`k~7~ert1Y CI3 FOC[QNVkG1f t 1 'ie R 0RDINAI D VYYt77i hRGN1TECT' FI fOR TCp ANY, SHALLBOAPFLIEGYINTHE 78 11 4~N$ PAt , M r - t P, ? iltrn atflym@0Mred in p001tieh. N Gk1J~tl,~F:AEY~6 Tl, Fz, > u J r 1 r NOS -ONE COATOf, + " ! v~ tiI#sWpplh®mrtetirla Shall be usedln-bulldtlipe' 'OVERHEAD GARAGE DOORS SHALL BE IFOUR SECTION, a f n e A 3NSTAI LATION, 4 NCH' fi, OF IMUD TWOEbSiAGOk I}~C RR1M}I'$R'AND and#Ieo#round kfeplec4a,flcea and chlmnRyd FOUR PANEL DOOR BY WAYNE DALTON' OR APPROVED Qor. l-~ F 00 g 0y60n EQUAL. MODEL - Yy s g n~ C~BAlSPRAMINO OICORS..OR R ' THEDOORS SHALL HAVE TORSION i t IFhy ~L ~ ii - T _ ~t ALLS r. rIE Ck~AATf t5F PRtiYlait "Ar dlT S. p SUPPORT IN' 5It1 AR (pr^*~' sit be permitted in bullding}SPRINGS, DOUBLE LOCK BAR, CONTIINUOUS, TRACK I h l ` °ga ft'`,Tit RD NtAtt S STAtD: AND ttk°WALLPAINTPLACORE^rCi'S IWF o-i{Mq?"p+Y~~t'}ixcePiarProWdedtn7F15b-2 ofEhlebectton BRACKETS. ~t x 4W11,' £ r" y~ WV~ pL S WrIH fitAILS 16718 C I t"MOFI THE DOORS SfiAGt: 7HE INSTALLED -COMPLETE WITH Tgg R Az~~A4~31a FRA11 ptt,'>ILaRiiN,`AND 18 of REINFORCING, TRACKS AND-OPERATING EQUIPMENT AND ~CYLIND'ER LOCK AH isttLlLl PI ATE kT6140nSEGURBLYr'' IN1Rk~4~RWAODYpRK TaRRIEF ny k'i A ND TWO COATS ]FINISH SEMI : 1~ ~5s w , s u MECHANISM, EACH DOOR SHALL FtAVE 1~,' vti~ly~ v p' Ci a ` w 1NLIi, ~ ~ 111?PMe A~ R 1 ED S lUDS 1 i $ FE ltl j~: , p"spetlA in wells and partitions shell be filled - AND TWO KEYS. ALL DOORS SHALL BE BA\LANCED. .1 v , p orHnla{ePpe?I.at 6a0h ffpori0vlel and dt the - . &A P AAAW APP? IF; 'I4' hard MICfALOAJNT INToR R vpNB C+A mAT ~ , B~}rt~F,~C WtlRK aF q~TH~,;R'I°~M1OERS ~ OF' eotha~tfsucherpacaswill notbecentlnuobefar ? INS . a ' * , ?kt urA 6p with roncealmd horizontal spaeee in M r ~t 1 '~rrc4~~11~4h"~u l A 11" { ra, Y OTS rol el (FOR H 4 ~5 gypsy ` fir;' C ppST'AR }DJ p1 bBnMS, INAa SGT p.N H t~ }I~tQ'R Sd~) W 9HYAI L H yyn~', et ' i d ~ ^o~df Ml$2'Ie X 4 11 ~ N rr ~ 1uwt I'M:±'~R i aML pW t(aDaRS sL~ e>E +t. nRYtNO^> vw~tNaaW I f , ftirln or nailing Strips p're' used barstaen; hIQ _ pl ~ll ~A G 'a'1 0+ IM - "(941Z rarif r tr «v 'r~" t-^'f`'ra AT t ^ bass 'the ddnpesed space shall "be' MA Jul, c, 1r, r1 +.t.;; 'I a+ Es INT ATI,ON A4L."'8F: COMPLYE M + I a,l, 'j. r } ,rf to 'sft41 oi^ fheetgpptid so that no dlmepafdn"' P41+iX141RS.f5ftf'' PA4~I~D A'CBsi~" ~ctR rks tI ATM w ry A r tiY ' -t 1 T 6~'~r' r d w f~ f1A I 'A A,~iPM rrN R xl~AVY L$ *,M,p op4wINCS rJ a. AND SLAMBSTaa ,iRtrr a A qDp MATORIALZ 5HA L r 11L 9hRRi1~~, § 'a~ 11 e olrc~d~a.'wberote+iinpN4nattreh~dlrapttya~:;. ~r. ~ ~ t CF 11Fc x~d kl MM4 _ I knl ~p~ ,~fJ 1, ws µ , u A a AI~v G ` nr INSTnr c G+ rntitiac~t~s tatirl~ R sCxelBNsM pN L all wahar wrnanow FRArax T , 1r p nr ter ry w fhefalf depth Gf.thej flag at.an Pointe of n i #N ~IO~,p ~,t~ r~,,, 1Nr~S l~lrCiHena'tle4itt a-rd[julred flre-r y iS (c , ~jY,MplileAFleastRibpe. ~ll, Irv r.i.'r ~ i r?pyN aLLf #I D»Q RuTITaIi$ yI ALL 6VPSyE l BOARD CE nt. kl r 6 M i+~r ns I ' 'r~4vxne ~~1rutNnS .~a1~ ~ nom, ~G4 ti ~1{n, RlkiLwJ t _ ~ +M~i4R- ` FI'"~r i w :xt rr ..,r, l C, i + "43~oytdi ahOtFb,0 69stopped so as not to -.M ofthe@trleawlthconcealedspecainthe i h R . R > t1 tvTRA bR ' R sI'Lti sBAw Ra* A eltw `ro e dtlft ow oP Vt f }#I 'TIP R#}_flOFi, OFF(I,` THEwQN3AAfd3A'1f1 " Ip t'4{ V '~Rtk1RIA~Cf$1~kt',*Il4~ .1'11LA{CBDV3V~FRI~?LT Yf., t So- t is A x,15 is a., H1H. OF A If- ~.1C,+M7" BFr'1N $1'REC3' A CC"[1Rpal~k~-'E TO'FI'!$, MANIi~CTtt~tE{~ rtlNQ~. IxrfNS S CTEDBY' IiCI .W i+ 1 x1 }E GYIZ t{AT ~A 8PRGIPIGa ` V ~ VM; r "iti t ~ l shall9'ellreayto(ppedattheends oftire, - f ilk ~l~i~•1 1 Q T 'CpLORAS, 6LB ARCH {tPP Q ! L, IF 0, t ' n (y•;~ w 'yl~ai U~'i~Ca.R.S ~Jth ,+t+FRq bH ! ~~y - T e r of "l moop than 20 1 . 1 ~I I ly '~r'~,ptYaba#hfdfudtlon, the apace In attics, or i j~ t ~s~s~f `~y+f " ak' rpp~' dofllttFfiPtlon and 4,4011inB, shelf be - f~r~f(I~+fiE ~,~Ai u a a; 's' $ A(fA r~aWl, H 'AACMITT ~ T°{~ ~ Ma CBE LTfN7RaCTpR MA d,;'#~URNISH, THE OWL,W IMkM1 tt~ ?4TNt9BXTCtKtJO NHS WR1TI7~N 130A0 T1TEE''THAY ALL; HIS W4Rl JN;THIS i ANb NItI I t U S SHk a ' s rim , kept that n a area of such y r f ~Mv CoNTRA'CT Wtu . k,IhF rgRFBCTLY. W'ATE ;mss, NBit Prut MIM APP e~rA , Ilrai b 't1Nlh 3mDD feet ' '~orzvN'icti np .ntaRSFROM THE.'DA7 yn ' tssAINSO~a6or~w~NpLWPaNt~ rAe~a~ewrry~daEppseonS4ANDT~r t+s~ ~t C 1 ALLS x OOQR.AND REPAI{i'AM1f DEFECTS ]N H13 WORK irk HICH;'MA v r.' e k xs r 44WELIPP AUI NO" } AT P1iRI0D, AND #UAT 4f I WILL MAkE OOOAANR$PAIR ANY DAINACiETQ 1fflS kLQ SE ' F11 V ~YQ ~ ` krre~ dFH €~R AND/OR ITS Corr rr~s c USep BY , Hug aI~ E 1 I8 c0A T ApS.-V1!ITI µ WORKMANSHIP $ LS DU RINGTHE4 IL CIF THE ly - ANA :i f 1°S R4'S$P ~R ` b1JARADCC.E$ 7)7- 7 FINISHED `'KINb 1 ~fl GALS TR B C S FOR I 19 'S CMED, ALL AREAS A~Tt5 B 'T UNLESS R I a1 L P~ARTlTk0~i6 BXTERI041 w h L ~ tj~ THOROUGHLY ? ?Vka F~^ ; h, . I't"OlutIOBR 'PLASHING SMALL HE 1 ~4 y V$h$d~l18,vt 'A f Pl $C5 # IN TRANSIT PAINTED IN ACCOADA if* WITH FINISH,hLAIVS CON BSI D WITH '31,8 THkC(E Ei SAY a r S kt Thi6RSCTWNS OP ROOMS AT ~Y 1!~D V fVi'S WNE~tE14HY PASS t dr,, PI ODE V4~AUTA.S AND 8 YAiI#1= ,tit RAMAG AND D.cUAMPNF53 2 WALLS SHALL IpICLUb$ SURFACES PR014I, PL QR %!OARAG$ j'. y y I y ER THE H ADS; OF ALL 1 ,d° ly J r 1 K4, r IN~XIN-THE $UILDINO. SRFACES i ` ! rv _ r;'BAS~Hy~hL'A/~`Q~~~~p.•~1NgG pTy6'•4 .20QZ I3Lk t ~pLANti ~iNp SMpbTH W1TH'CLEAN OE$ ING, UVCLUDIIG COLUMNS FASCIAS, JAtQ1 S, BIIOKS, ~1f0-mo IcY i(P R,Y,/~T NoNG5 " y REVEALS, 'RETUJkNS 4ONVEC OR t;bI ' ALL ~ y:Z,' WALLBr ~ 3 L B$ >Ns"T #t+~ f I{(Y "F EPTIN;IyNWSWAL!CASESEASE" " At, VERTICAL $URR''SNYI'1`,TNCLUAEDINCElkNCi "ldANl+tYxRrW,CCIJIO1Mi'3NBA1',4YTIU3O1k'I( OWT '4' ON- THE OF : - ar I A fi, CLEA`; } 'k 't PAIHTl ,t STAB r-'ny ~pA1NI"FORCEIL~Nq SH LINdLgDE 6ENERAIISURj),kCEOF TAPQD, 16IN~'& SHALL B$ p "bN I fl 'VERTICAL SWRPACE iD J( 7 'r i , r CLiNHBD ANQ SOLOPOP DR. ( r DOpR,TRJM "M ,$E THE CEILING ANO,SOk'PJ'4 BR$AKS DRAP0Y *C TS NUFACI R;'S R$COMMEND !C WIMM TRL COA7$ IN ALL AREAS.' ETC. I ~ ~w , ntv PAINT COLORS ASIA YVA4LCOY$RIN,GS SHAII,W I $ AS M C ER', BEADS SHALL ~kI~I _ C 'i'ce SP6CIF?ED,+ 446 PA'INTrNI`, EX7' " INAt A 1GL.E4TAPE AND SPA K SUBCONTRACTAR.'9HAtt SIIBMIT`SAMPLES I0 X ZIO" F 7 1 r)', , I Y~~r a~~ +I I, I ~ , F ~ v~h ~5 1<RFGJkGAL0YAi.~I:~,, SAMPLES SHALL 6EoU~1MIT1'ED SAWACES$H I'1.] ` A ALLI. - fiAIYVAfI $D PlNiShi TYR t ON THEHt k$S 4lYE SURPxCE3: SKIM` t1NEiR;THE EHTIk6kE P~Stt n2 ~ E'1 k ~ vy a,. B$ UP"MYlTi6 , ` y I YI ALL WY?LIrtR AIJIYCP,¢.ING SH LL BE PAJOP RLY`P1 A GU THEWS . '1Z' SA i4'PbT•1Ek?L. .~K+ 'SI+AC)ZED, SAfd$b' ETC:''f0 PROVIDE A SERF LY U TIP s f "I V M .u 41.E t7~ f.. . PAIN$INCr 4k ~INfSWCwSF ,41 ALL SPAClxR SIdA t $E PAtNCED IN COLORS `S (J FINh4ii`4 A I T A J« E, FINA1 fF G2 I ASN C MtLEI74gTRF73SPLA IT REDU C fs IfEMH s SPLA C P $R . Ac, r _ YYYH yy t Y t i 1 INCLUDING LIt3IJ'I' FfJ{TlIR6~Q,• pFPFUSEIIS ANd'REGI ; ~ 1 V y Y I R7 A aj t^. ,r !q SLaB FITZ'INQS,~'ETC, HE ~MLL RBMOY$ ALA HI. . WMAIAI c 'swITCH ANI~ OllTLB,T PLK'I'~SY SURFACE HAN~+'+kA ">'PC . 1~. i i. # 'hl• 'SVNU 'ti 1 }.u _+r--1 _1--'+'s~~,..- _r,, B$E+ORE PAINTJt!It"}:; ~Ib4I E'CT1NG AI'ID'R1;PwAO~Nb SAME - ~'IA---~1,]--1+! ~'N 'dJlril~lp,,•-B?'~.+ rrt' .ACT WHF,yN kAl1~7NIS HXS BAN CONIPL$"1'$D. ' t YIF h ( 0. ~ _ ~ A{ G kL{ a THEP CtISFkIN[ t3~CCIMT#AGTGRSHaLi USiSp LN! 4K i I ~ I li j/ ~ r11l • .V IR 5 I~ "1 Q f Nl 1 z 9ASE, PAINT {II1 Cg49RS SELECTED AYL JowN kl - , PROP RLY P"P'ARII Al t; Sk)R'FACES TO R ' lL) a . t PRIM COO-AND Y YMl sll~ AAA %v L x ~ Y r I d p rly f II w~ - -4 oi ~tOrpa w`5' ~ N IWI~ t~w4 f 'h 'J~ I w r ~ I dI ~ - y v Ye~~G~. r iN i i m ra~", vl f Io 14 ~ Ie,I F,R1 r~r~^d a . id~r ! f. s 5 ,•y i; ~ fl HY 1 f~ 1 Iy,~y51~ / L a c,4, t w N' 'r yi f f$~ , + r v l~ [ tI ~i 1 'ly ~i { 5'4r7fa 2i1 >,I"u ~ !1 X4{^°5 v t d y _ x~ e",.4v~ 2Evl~ I CEU.,A~~ 8H9 ~ ~ Q X i S 5 3,3 I n lYn~}~i4:7 ~IGG~ ' i 41( H I ~I~GE GE - - . ~vqw c r~~lA ~ ~d J c> r ~VfJ~V r j~EW ~yrf(°RY LEAC~i 6 PaoL 1 i 0 55 apt r i Z (x)rGtl 8 d Pln ' ± Jk' OrZi 'rD 4RADF. i (Np] C . COV~fC y~I~)~c~~~ i VMY IL.L z' c~jL/~AIJ ~ ~ ~ O. sl G&oz L P To m ~ r' m ~nrt + _ ca p Tl ' ' r. ~ I21 I ~ { _ o - ~ ~ e ~p ~ n1 r . ,J r 'i r r r~7 A ro ~ ~ ~o~a~ e ro s ~ I ate{ tz i , , r- i `r. <~r r sup ~oZ; aflrT~a f*i~vl tap ~ ~ i ,II ~I SEW I~IOOP _ ~~-O° t' ~ ~ DESK 2~4uieso t Do,& If ~ ~ la w-yr b r ~ _ ~ f i e n hro¢.rt F I I"mi-`~~ C ~ I l l lt"/A~UIoHT~ r N A.o i 1 y-h v.=-.-' fPJ - - - /pb°' I ISSUED FOR PRICING 5/7/94 l;Ki~~o~JB~kv2~ Iau~ia wi~i+ hisT.cmv f3B ~Gl.c f3B ~GLOhE~. I I deer ~,ToEY ar~di~loa) ADDITION AND ALTERATIONS T.O GORDON RESIDENCE , 825 Bungalow Lane _ ~ ~oLE G~ Mattituck, N.Y. 51TE PL,gr~ TAxrIA~ mao -123 3 'o -123 - 310 _ . t, L~5~07 ~ A~LBA 3~165(c 3~Irns~ f Cliff Broffman, AIA ARCHITECT h ~q pO 0 112 - GG ~9 Highwood Road ast Norwich, N,Y. 11732 "T 516) 922-4160 Ica . Y,o~ph ~Vl ~FY 6RpF~ v II i 7~ A*, ~Jl 8 I y ~ `I I No. Revision Dzle ' 1 Revision 1J~`~ L~~GFfll-~~p GAOL '(L~ Ql~l~ ~ +~M6 (I ~pR~t,v I or U Ah ?02 4000 ~I2LN$ IrJ r~ae~~ ~~vll~s l I~o~• I - ~CI~S( ~r~-- I~crK FI~D• WIALL ~ c,Arrsu, ~ ~ER~ Y ~rJo1T F Ex~sr'~, ~=~lr~. r,T W AL d bE ~ IVp¶ PY ^1& 4. aF pRmlio2 310 P121 ,FOB PopuR3tl~i~! FW Ic'`Y (1LI SoL10~ i~ER E1J 1 ~j Pmt ssT~~D1- wAl w r-~ \ ~ / I PERSERVE .j JBwFY°R1'~roe ~ b4yy-fie tX (l ~lP C4/L, P- QaQ ' -CD '2 .F1A I N . ~ ~l~~J LoGa~~ X02 ~~p,hµ~e ,I t~eYte I i I I ~I~, ru~rlP ~I P zxlr l{c,Nr7Plp~ Cr~C~ brJ'~(Z ~(~2~)^2x10 I'CAM e bl~~v ~\P`~NI I {o MAGN I rJ~i i ~2 ixN 1;47ft v2 I~PF% pia ~AIe cLza ~IVF CLEAPA.k5 acv I+~P '71.'VrG. VERIFY E,~CISTIV Fo b U fJ~2 Ahp51Z40015. P¢a V T Exls(G NOIJ7E.1 ~I FY ARCH. Up~iPr P>E.~HTve-Apmy PQdJII?G~ NE~d OF. .M7oC~ReY of, 'I~?;~~ ~,~C~GIL~+I.OI~(LS ~ ~ OF SIZE- F~fz `if~I~14~~lonl of 1 T ~ ~,Aelrle cAPAn1`f ' I ~ ouo\dN,u aa3oV8. A,~ve. ~ <T a REra~e r ~st~ r`Iv ~-~Twr.~L PF GL AQP WLAC~ With A QE ~ibWElh Azuk. zxl A''IP P - tJ t~l ~ I L n bra ~xwev~- 16 III~E IE~i laa~ o~cK _ .~L I V a Ex15'L'G FILL vR 6 3! 411 ~ ~ I o`L LIJ I _ Z~r-I oF~ilale lI Fp ~15co~JEC~ ISfl a o - C~I~ , 1 2KIv 2K1o w PETE Mlt ION oL fK I I P f~ T K~ 2E-rlov~ ~ i4.w~sE~F - ~1DA'(OpS IzGT-'I - _ t:~la _ v~S ' c"o c. iJ ~auoRUA~cE /BALL LczaL~J. _.1 ~ ~ FEOEeAL rovEe Ir 3 ° - o ERE CY FTC' i-, "IL 6"Pb' ioi II fN~ (2) 2Kfoh op i-Jgw 3" EKII~(i+ i-IOff--~~~gE D~AI~fPar'I KI Erb y~x4{ t `_+I# - CoWMt1 T'I p T(o -'oacKT BEAN N ~zP. lan ~ NIC SHI N4 ^L44 LocAT~ vEU PRAT d L6 SI E YARD, (T no 7 r'_1' Yp - - - - Exs4 ATTNIS T Pur1PL pIRdJI Fi L s~~.I~D• vi fJ(pCol.lp. I Rw, OPAI 1 It'd.. I Cz) zxlo I~nM - ' - - Im, qCL• I GOI-. ~2) Wff~ - I ' ~XI~(L. s'fLL eaL- i,v 12GID W A6, I 1 gI14 s.W Fire, eon. ,14 d ¢IFy CIO q zKD O.J. e 1( O.[ • 290 DJ, C 16, oL. pP. zwLTv~- / Imo.ce~Y F~"fn~a I4 r Y E+~fEl.u -c F. P_ C y" CoLUNrJ / u,lrr+t+' Fo 'G;~vElh - 12 n \ ~ I ~ J \ IGF~FAt~ 4'foN~~fG++W z a duUiPr - ~ PkPLixF. GGxIN~Pc, a-aLF~ a duUiP, r r~- , Rye, r As I400JIPFA - ~ L-' -r ~p INLAhbEf~G E~n.~' h e IG° .c. 2xi3 DJ, ~OLIV r~L ~/O~~J w J D a ~ XI -I i -T`yI''y,II` '~~J~V~ /7E~ 1'~ 3~ ~°`~(¢aN A3aJGCJ ~r~ r.1 u N n fa r'IATG I- ' ~ 6r~1 ~I _ I -ISSUEDFORTRICING' ~,~Lo i6J 111-14 . ENO. ISSUE' DATE' - ho~~o~u~~~a ~/~z,FYcoNnIT~~ ~ ~xls . ~oe~-++ Su>r~ ADDITION AND ALTERATIONS TO p~loto4JFAv~t% pkJO mph ? fro e Exl~s. GORDON RESIDENCE quo Hnr.t~zer~~k¢ ~F~c>llJl~~o3~-o~lv~Jp .plyG~~r~~,~JaLL _ 825 Bungalow Lane II I ~~ppN7 AtlcNa rj ~p IJ O- Exlh~', f2'Ef'12~F 'C?'iX iE.rl'. ~iLC.f3 , Matt(tuck, N.Y. cELLAz FL&wf- I LA1J II-~h ,a LL+-'E~J ~btJ.~I;(~~~~la . 2"Gorlc. c-EU.Aaz- KA~ ¢a, QhLaP~.2~ld~la7 ~I~I"I~. I ~E% ~Ra)l IFh1AIL {JPW 1:71, rPOLLmIJ vii, lsljv-. a 65iLL."'gz I I cMd~ ~x12'r /kh (L (1 {7},'4. ~g0(L'171.1-~A'rP / 101-' Q/ ezj; g 1>~.L141rs5e-T Il~fq_• h _ .aIL ~VCo a-o ~ZI~1'd II~'ALL6-f'I!]I-I~ i Cliff Broffman, AIA 2~ I~F~J Rio (oaLLCxI I YJ12GiG~e~~ ~'m-~ ~prE',e. ~E4~'~G? ARCHITECT -(01~P~ I oGtT~'C,o Ah '2P.C~vI .~'7. QpN~L t?~~/ u~ lo (-I \~ALLh f JTo 'rU P,1 /~$~S V$Lh 49 Highwood Road East Norwich, N,Y. 11732 t2" o, e" V iGO L . ~1 ° Loj&-) rw-lu, COPW IN 1!7 2x hT, aLL ( ~ AL~ (516))922-416D BDOF~9 z~ A i `tea .a` J i I , i ~ x~ Io¢lJa Is Y f I 8r,~~M~ ~GlrnErw"•T¢~~ Hvtlrt TN~c iIT rev f'>~19gx9'i'rt.t ufs>T TO'& u,o\ \I ~O IK w, wcFluN I i ~MCU6 ~o ~ R/aM t;m~.l~ ' ~Cc~1E2\v/~\~`~IY~IF-lip ~IIhN IN~t?icq? -ro vA1'U-~ I xlh-~ ~xl~i•rll-~!p Cpp,l I 2'EYIcUH SCI ou$2 C8~L1~2, (~p'i8'I": / ~O y ~y r NE~v ss*dNi*'1 ur~r~zo~Z o ~e~, ( i0, Js') wool room P~r~2M ~I, ~iL~~JE~v \VaU. C GEIJ1'E(z-•- \UAUh A!`!t7 G61U~(p o~ lcW2AG 6 , ~I+o~uBe 1~~nl~~o : vac ~e~ f~ArJG~ tJ E\v o r F OS ex Tpoto 6~a7E~J,±% HF, Man ce ~~sc~i~rn~=R o1~"Iv s, 13 14 ~o r~ % ++zv~ FI~+F'°TIUrP ' ' 4v~c~s°k2`'~A{~~~o o hl ~alNr G~j12E l ~relo2 Ah e cor LcGal r y r~o 5/e to jP. P~v. W-~lorlh , Qji.o~f~ll-IG A7 (LEA uu - 9xr~cile ~JAU. cP.gI~J '~idl. I T$e a AgP, cFgl OF, II L Tf TI-F 7AU ~A V-i r P r ~tilTeacTot . ~(a~ !2~~EH ~!?E F, Sales c lz ILf~~ IrA Ewh . t~•8 IL. FNLANfJ(A ~?iNrS~,UiJA +~,C.~ ~o ~~1Ala Ah (L~c~ 1~F m t~F m I I I h'r Cohl r~ 17 c '~Q ~i~O ~,'l~''U 14.'~•fJ ~ G~I~h~L~ ~t ~N r~ r~ cvrJhl"I~ 1 y t I ~TI A--f t7~~,tl.l L ~1 I P, Lo~l I I ~ Z _o r LI I-18 Or OVE~~rf/~,iU~P~2~-1i'J ~.1..~ ? - - - - i~ fglJ{o hF~aVEE _cO 1 L 'r 1Z 'XII Lo- 9 J 0 Q~LI.02 I I I O ~ I cv;;(Zµa,>JCo t4 16 I ~ ~ II1 ~3 x = x U\Al 6 Roo" KI f~F-IF.I•I ,ij I u ~ II o 0 DI ~I fJy AAA ,a I 8 Jan, 1 p I q-10 ~ ~ i SP.uNa o la I ~ =Q ~ ~1 s OAK Spool b I KrfG ~ OrI I F~ Q ~nC ~4 _'d"4h I .'iP•• I '~-~'4'~ ~j 1L. (1hE~ 2 'IZ81.~O~JP~F~f~ (1) l3~lf k 9/2 MIL, r q~2 M. L, _ o~E2 14i r111~1, r'ILJP Jb FnJ. r6 r.,.Ve Ac N6 r ~x FIt~. FI. 10 /EA~EKUIS11r16 FA 1. It # L. R rl K ~+IEN ~R~Afi F.tilf it I u I n II 4-o h•o P.~ I 1~ -7 GaN IILEVG(Z A9 wit y, 6i_gi i v ~r7 7a f3p+ (Z81-In~Ev 2 2 l0 d` I ( 2 hzYU&ATa A0o E ~ I N ~x~5 z d r -l z fAT4 LL- `7 Foei'oeTmµo~STAi ~I $u I 4kb~r 2XIO9:~ s 7~-- O -r I E~FIS(II~G G ft - 5 -N \y ri G e- FNO K~ fGN E~ 1. R Y:~c~.N tt 2• hE~. r ~ I it ~1'AIR•P 21-JO r-L, A'`7 v p BA o= _11 AEG I 5~.. x it A !o P foEGLI 1~ 4w V4 oLIL.*aR _I _ ,/i. p W~ zxlo 1=(rce~x~'G L7o'L~L'£nb'S 1 .,04, 1~j-O (911'.%°Ncl S- M.L. 177\ ~1 _ o °L I(r O G T T,-,T "v 2~~u6t+ I I ><o I' ~ ~ ~~I r~I~i~ I' ASE _ ° Id c,~j v i h . I i?M 1Y T lll o a- _ x _ <w o I l f~© I ~ ~i 3r_i0 mil X11 I ~ ~ 3~-la E N 5- lot I lot 1- 9 ~ 110 t7' p 2,-6 WP. GAP . /I I i, P li C;~J J'1.K 1'all~O~W Aov~ =I} N ~ _ 4 6 i G UNI 'I, _ PobT I 5 (K4 WP. ~ry FbS~ O ® ~O C2) 2K to E> lK,T,\VI IJ>?k'AV +AVAU, PWkNJt o N i I~e R~M~?er~. IIJSr,~u. Ne~v boo~Z LIVII-~6~oOh'1 ~ 3 y2 ~L1`3~RPD`~ Ih~iuG.(J ~a(z- ~z-Icli>l~O 1~~.1 ly `I ~51bEL70 L NPrMF 5>41-h7 N'~F+f'~. n I I u ~ A•lo t o I nr ~ I n WP.L{Kp~h~S hoc M "N f:'u" Gi r,9! ~ul ~.v~F1 (o `r -4 2 5, (o'c 1'0' ? D hT~i?9~ ~ ~3VG : ~4'o CToMp.(cN ~a(I~ oM.gTcN ~Xlh'r) I(o' p' `l..bl~iJ121:17 6E2 ~Rwivg~V 7l~lrp ADDITION AND ALTERATIONS TO 4E ae~ GORDON RESIDENCE ' ~xlh'~• ~rzol-ITwau.'~a RF,MaIF~ _ vI+~INlp1P~t~ ar~ITla-I . Tla-1 _ 825 Bungalow Lane O- Mattituck, N.Y. i3F 11 H, -1 IL b 10 i A•lo YEA ' ~ . (~4~IAGE L'Z7- h LIUI~ICp {ZioM; xISTI ~o ~uJrowtu,>31, wousif ulr,r, J~ pL5, Fob, HIIJ{o @ALL Cliff Broffman, AIA G~zlo(z•ro Vie~IrJUILq~ m~ coN~eucTl~ LlGN1!~~ ~ If Q.G, A R C H I T E C T cmN7zaa~o2 o I J7jo LL I-1ekv r~Yrp 37 Qwi'L L ~oroE~ 49 Highwood Road I?J Llvll-~ EYa~ URRPF. i2 Leo LTA 2.OO.G. East Norwich, N.Y. 11732 2~ F.xlh \VIL P~2 ouG.~ f3 avU c I - tic cc+J,?v Twf-•I , Y (516) 922-4160 IS 6. rAAq. G A JAI I ~k r h;il Fd . FI esT FI.~~ DF~IL G~(fAl ~ I'=11-0I I . OPN I II i i i i I ~I I (2)2xIZ~ S (2)2x 1c 4 iuL \JAI.~ 13Pila"~J ~ 0 (ol Cc~ = ~ ~ ~ 8' ~ 3~2 ICo 1 (5 i v 6 - - c2ot X C a~~o ~ls - C ra~E C i l ~ FJ ~ 3. 11.4 8 'PJGip h, 0 0 u~ITofz Da', 7c6 ~ I o~ uJ~t-!ovt o a r Laea ~'srr+1 I? ^ cal J m 2~t - C~' O N -d- iv xla = , pl GtPhE-~ ~ GImF; _ (2~2,xp ~ s,u.~ c i ~i4S L i% . M1ly. CPHQIY" J fi Cn~~ _ - r~ r-x,, VeVT 771 F 1 - ! y T~ i i Ile G A Ie~Efl Holz ~~c.rrJrp I~ 1~9~ "Exlh~, ~LUE/~~"o13P. Fxi'~IJC~~r~ ro 21 0" ~EGat-~f7 ~I~IZ'~•o,l~ qG h pf u A~;> tle n rv coF.1~ \V~ c~nE ADDITION AND ALTERATIONS TO hen ,la~larv c~~rTtoah . GORDON RESIDENCE 825 Bungalow Lane Mattltuck, N.Y. ~~uc of *1e~~ ek~uu~ C F Gurour rep- Cliff Broffman, AIA u A~lc eaulu~ a a ARCHITECT 49 Highwood Road East Norwich, N.Y. 11732 s LiuO oG P.xV~T (~.ILI1.~(o~ ~ (516) 922-416^0` J 1-5T lhl7a T T~ I ~,Ixlh KPI ~v z61 ac~r~, oF~v ~ I i i Rio I I 2 o n \ i 11 it I I wi~odyG o~ A- 'P-0LI.EV'~o~1~1<P BY _ 5 (aaF MO ~1-~h 'CoEzLF~ A~UE ~ " ~ Ati1ra les 9a/E hN~EI+ - ~ _ _ Matte - r _ I ogrH - ~i ~I T /2 ~2A C° j i l ~-EAL'~R ~ ~ ~ ~ it I, i L ~ ~ III - - Exih1 ~ dn.lc-~zEor~ ~ +{a~M~~all-,(t1onE~r~-uwr-lf~~ -=-1 r - 1 Coo M~ fi ~ ~l~ rrdi Fill ~~~I rj r iLWOW 004H r MAPBOlve J {JewS~FiNr~~ER.ao~I~~P it - - CouT.~r(~~"r. ~x~hT zX~ Rg _ - - }Jp„\v IIh~1.ATtoF~ ~ f3c,~LES / ~ ~p t ' ~ ~'P~NcJE ~a loll o{% / I- --.esJl~mh ADDITION AND ALTERATIONS TO ' OMS T'/EVTJ ICAN CORDON RESIDENCE Je,~ SIT - - - - - - - - _ - vow To Mln4 e 3 d ~ ~~rio~aU ~u~PTo~ L V Rip 825 Bungalow Lane JEN h . ~bh~~ll~Uad!J I 112 t I Ul i - ji i LE¢ Mattltuck, N,Y, oM Te ce~UU~, /..Y ~o I eon Al ox All Qr-\J prP, -\I0.64 Cliff Broff man, AIA I ~ - ARCHITECT i a- 49 Highwood Road p1JaJ0L R~J,~~WJ~ East Norwich, N.Y. 11732 Io.3 Z ~I ~1 ~ fy) rn@9.~' (516) 922-4160 . ~ 14 7 e 1~i211 i I 1) A. y h.f~~V !p ~ t7r~ h,'. loa~GGi rye V ro f Dt 1 6x lhT 'rte - ~r - CL) jj }8}g6 G ic~J_ No. Revision Dale • I `o N - I~ I LtLip, F TI: I i 1,1~'I I I I II VIII I , I I I i - ~1 ~ I I I - I I I i I I yew I, tLfr;~12 I - I ~I I k ~ 24, I i II ~~I I I. l 11 II I ~ I I I,i ~~I w I i - I ~ LI I I I! i -I I FL~R Milli i hIG IT, GL~ A4 ¢ct~( GEa Ail Ra~F I ~C~vir ~ ?iou~ ~ io ~ 2Er~lovvA ~Cd bu~r~F 'r~IAL~ I io~h . ALTER4f , 3 f I- OLNK14 mail 1 eol I ~ PI2oPo5F.d >%U T~ - ~A~T E~EY~~'lol~ E , a ~ I V I. ~Ir--~flrl.a,n ~,vl-~Ih 12~J I~ ' _ o Kia~EG~i~ ~ ~x'(~Y IOC ~JPL1h, o ~ ~ I ~ 0 ~~~Al z . ~ =P - YJGLL' C~ ~Flo~~ LL' CCU ~iFlo~v1;2 Cic. ~v hv~~A , N L~,J ter m1Paz (ca~4'EU.A)7 ~xlhT rkcTc~LL~z - I ISSUED FOR PRIOINC '~Ic~J _I5 Jigl, _ NO. ISSUE' PATE ADDITION "AND ALTERATION§TO I I I _ GORDON RESIDENCE -GiauJA ~3~`ra-Ifl 825 Bungalow Lane I ~ I N Matlituck,.N,Y• A+urt. ~r _ - - ~ ~.a7117E CoF~11 VQ~14A'~'101-J p 0 17v 4 ~ Z I ~j2 IVAe vAC~ ~1 ~uq fin., a-} Cliff Broffman, AIA Hl rp~ 2x4 1N1 rP) 2x(0 "I•fG' !-~T7D•~ IYJ~I-1(p . • ehlr,.~~c~owz cA~ ARCH I T E C. T • ~6v~ Gaea~ ~iv2 ~ ' ~ comae C Aia ~ ~ ~ ~u~lA. -R~t1cuE ~xl 110-s p' gmv~ Co1;Iz ~ l Leg 49 Highwood Road a~.o~pl., ~ \ IN - J x nJ 2xCp-FLaV¢ f~FLK,.JLO I ( - i-~ 2 Cp' La ~ 5 516) 9222-41-41 N.Y. 11732 6 - - ~xl . ~ARsoY7~ ~ ~ YNZ JJ (516) 960 r ~+~1~cTa~z-I-nv~rzipY lxi~ I r-T - c " I- ~(L"7f Wh I' _ GSL~? _ L.G~.~^~ _ J A Hfhl-6~ Z,W ~NeiTlo 1[mo ol~N_~q~opfar3o VrI c~ ~ i~ , p~'EiGI~Jr~ H[t4 V-KOET..cC F-10,ti YdF. u W-6a 41 - o" n p .9 I P ziNro.'~f1 t~$\V '17PUC. - IaL~ -I'O COhIh~t'1o1A Y__--- - - OFMEW - II ' .No. "Revision 17aie'' >~ALL Ap6~~FJ/,~IAULT fzvF 60i06LF6 ovm Is L". a-D6 F'APM _ ~ Z~`~Y ~(IJD 1..1~L B IL~~OG. O FR kz- PL(~I~o ~c q Z S UO fe 16RG- JF 3o GYP. PA-~ I~1~1-L r Va ~LJ27lJlaL L'A. ~(T`(I'• )L I -ExIS'I ~C RSTUOe hq- Ib° %Zlc2E0N FSO. 9117° Foll ppaD 12~ATT `JwL.~uIP-Aff JwL. u~pa° 4a GYM. t~uw2o 11 ~xlyr?LAa~ a¢ FOIL GTJ I.~I~-` rl I~ WINTm L Yk ~,eo 8Y ~vuE2 ill Jn~ ,oBE &E~ e~D L T ~ _ Lim ~9~~ SID6•aR 8~'4GATidEflR~L E>n'~'S ~j t~ wfp ~wvlcoct- 2KIOT•t KS ~F.DAIR, FASLw ~D_ Ps~bd SA~~~N •~I Np-r.D IeV(•H , a - ~Q PIYWP. sUDF~•- EKI'A'6 lD FL. ` C\\~41 h~7G~ ~I`i ~olL~.r L / ' g-0 - q" Alur1 ~UgTER ~o1L n IRhf,MG.E n I-1EVd F, T ::IF, Tv - -GEDA2 ~FFI ~ ~T j(p~ 7 ~ A Al ` (2)-2x6"' ~•far PlA1E'(f-fP,) ~ I~Ts, T~rPr;' z ~.TS TYPE 3 or TYPF I , "p,Xl~j~TT~"",~•°~~~1z \~AI,Ij7~~~II.IIJ<P I~ - ni f3EO~rI S To 0'r, 1 0 11 wh pu. N~\v yen P ~#2 GoMNo , ~~CZ - -~N ~Il~atl pp~~ plAlLh 1~O ~E fV,~"MIN. \V~21 (0 ~i~4pd lVL IA`Li~ ~u o1P.Af }~I1J~a AhkD t3LCUIG.It.l.rp. 2„~ Jooo ~1 r2 Co~hTZ.O Tictil I Vo '(I-~IN GEP/'.t'lIL TII-r% f I' 'r16~P ~Jf.7.F ly~~~ wF,R sis" Ez $x ~g~ o¢ Cp +;,E rJoorJ 4W VI = 0 ;gx~6Rio RESI~A~If GYP VAN wEa zx9 i„~,~ y~ ~ ICrI~E WALL E IC" ac• Ib SLr7~. ~ e _ - ~~E'~"fF~Co P~Ef7 12-V 61 ~IL F~c~r~ P~+11 irl+~u a~wt~l AIL o No ~M- IN WNTEF 5i E T- ~loG>;Il,l>Jro 2 ~I ~ G'F~ofL g~ ~P -fk wp}- s!S' ~P I~~~ - flofL I l~ ~ V l l l ~ i I I711T I.7 ^1'. TI - i ~ ~ `f'e.IM(LF3cr~e "EIM(LF3cb~~ - ~Hlti t.lrv 4~~p P ou cJge+f~ J I I I T-2fe rIT~ CLP,~,E ~w ~au~ E~(li~b (r ~~EUaR ~-wLL I N ' a~ ~ou:,~ ,7a e>r P.Eno~ ; I ~ , r; t IbrJ IOI~ ,Ir~l~lrp frl~l-J ~t`~fRY Fr`f~~ V~~[tcn,L Ix(p.Y'~~GE~t.~ZSlb~+~rp C~¢ EN x>; #k2 C,ot'1Mol-~-A~~ i°sG~~F2 7vUi ~.v I+iZ L.4_ r~ ~i'fal?PZ[~>J°~P4~-T3~cGCtl1-j=G_ DIccCLIt1G= ,~eM raci co I I ?2i1-O•G• 11Ax pOR?1Lf tJ NaLIi - pptLli~~v; ~.xl^%~•Rao~~-IEa-~t+ly-~ _ _ 0 F'EFIE lolU II-li~o_ ft~L~I~IIJ(o At~t? . _ (o ~b = - ~cl 2xl~ Jol'S7.5 ,n 41-1 e. F~alLS~ I ~ I ~ ~K' E~SFD IJ ~XI~J pJgw St~rl2~~r~~lo~l~'S _9 ~p~~~F~Fa IY~I ~vt/{zl+~<o hNo.Ne. F1/.1L5 u A ° I I ~ Zkfp~~aavr~vr.~~~MI~rA I(o"o,G, I I I {Fjlb f31v1~+7rc1Cp~ pA~ER- - >EGK w~txlz~l.:w I I ~ PROf'asCF.o l-.ltt?D DECK sre ~r L A- FIT Is FL~IZ ~ 4w COfJ I1,0.;rob - - _ c _ - - 2~ia I J%L'C o C '~zft Ir ~~'N1h , FIEw y2 GYQ 'P~fJ ' i I cdlce~N MOP, 'Exl GEIUU(p ~,JalSi"S _ -1 ~iXlhr 2K~O - - - (Z~2xG P~Fh`JJIZE '12EATEO MATED o fd'r'~ cud i eEncuE SE 'Pi{1YY- II.YP E',x ST• 6E0 h'I T. Lg12, ~!_,~Ty' 2k(a7q?(t-AsT~ den e~ ~ L,ow~R SILL SE,aLgR, PSPI.141JL'( 1ur~G ~~II~IGb I oyG¢ PTE MELD z, la FJ.@ 1d,0.6 A/E2 ~ 15LLp6 PAFLR 0. -m 4zJx16"ILC AhLIOR2d45C~4abc. ~'(SC~4o'o1. YsoF!ol.~l6"o.c,~ +tE\v~UnHBEd'I O~FR i2 G~f~. PL`(hlp. -r F~vri f~F ~E`r~1 ~s1F.R bush FXS II`L~ L~i~ ~Alz ZuLOi~C. ~LLV6 i. L ISSUED FOR PRICING OJ ) I5 199`1' j~ NO. ISSUE' DATE - o~ ~ ~ AR'U Grp PJT LII"II~IJS 1X8 6*Q4R fPE A ftP 2WC0-514VW-?i..A1N6:sr~tt- ADDITION AND ALTERATIONS TO ~ FD W L ~ il~l~ I!' ~II~~ ~ 2.0'' r1l~fsrLvW GR~DrS G W°~DFi V~\~ I^i1N lf.~(p QF~. li GORDON RESIDENCE V~11LIlH. 1K6 *(EG C.LpaZ SIpI JG oJER I,5 d;i~. 825 Bungalow Lane 6 M VAPOR PIER *4 W<LL 51b, Cx2RI pv 'IOh I„WLL q^ c ~ x T E P v w a ~ , L --8 F mr~. , our~rx+llbr~ I,ALL ~ROrl'( t~R Maliiluck, MY. - - - If ET ~I-L sE~TI~~ ~r~~~lr.~1,k os"tvaL pro WAK -5"l L j41- T-l ~ ilk Z1a I4E ( SAY I A ~~F~i i ~ II-_ - II I A11~hPPCE 1v~~"- L I - Cliff Broffman, AIA Of r~xl%l 4'=2 _ ~ ~II - ARCHITECT -E w~fSh 49 Highwood Road East Norwich,, N.Y. 11,7321 : a9 (516) 922-4160 14, DGIAIL it I j1 ~'r4tSD Aq I,, I ~ Qi~ P~PJC 1 ~2 =1 -d `FF 5RO. qT~A rs, 3~ n II,QII ' As It, ' wALLT~~ T~Ir~u Fri rr~5 4: \~ALI. GvGi to I-~ G \~ALI~ lol-~ ~ ~~~~oTIo+J ~~pw ~ ~ovTl+-ICo, hu>~ ~ j~.oo~ ~Mr~rP ~ilnlua~- fio ~e~~ ~ i fT~ LyJe-~j 1711~I~Cp A'V-SA II No. Revision ~ Date, o~V6FFiV((''~\VP dh141K d h Ir•1 K 2a1-10 hLV IGk7 LL ~ LIG6FT ~XI RAOIA'fo¢ - I~EA NG co~N oe ro ve¢I I"<JI7X'. ~'1~0.'e~TTlerl - , ~ i - `III ~ Hwzo Hwzo of ~ ~ ~ , II P. I.blc>GR O x = ~4„~enu~re arK, (TV Inn m o 4EA K8 P ~ I I ' .-r+11hVV/i. l 0 - - - i ex~ PAUTR(raastNe~ v~ ~J Hl~u eeaa. I~An~U Exl~i~' Gll"if.1'~ lib ¢f.MruBrJ = _ K- Pz~ 1;6posQ cu IL QoDJAi Z6_° u t; 2 0 Ir F~Y~A'rO R-~I~J IFKP'rE(J /OA12f (pA28oG i 2r. L41N 77~AT10~ 1 3/a II -1-o 11 II ~ 'I {rvqlrr r,~EVATio 2 _ 8=1- ChP11NR WfixrST~pNG. - R - HP, i~laF~'fH -A.a rz -AI2 I A C'jl ~FJ.4 ~YA~31rJG'(b j'~ ~'d.uE ~lauSLGi hUt'7tN(o "~A~JBrrh 13~I.c a~~grrh Qi~~• 'Prm~l+~s ~~I~a T ra~~ ~ceT IIIcAVJIN7,.'r T6 L'xlh GIAnp} o F9E D - - - - - - Ac 014, ~tGl+roF T -I 4 I yAov rq N 6(t raz VULL MI~f2a~ ~~51U. CL~~( OR Jbn L7r1Vo ` padx -Y HI~Pb~JAUG, ~J ow ~~Wak~IroN'(' h~lP~< \Vq~'b A L.~ d 4 ' - 12~,piyzG P H ED, CAF} SBVeL ~~lG E vi2.¢e~ V~U GH'r Pw.R4..4~Y11~Vl Z~ ~ I - i' OAT, j-ir C NeA:f;lE ~ i ~ Iwi.tno~V - - Top N9h-NA f.,c{,I YJ \ . i F~. t4 r~E c`mRIA H , Hl6FF'FI~'JJZGQ ,AhIUn'rE Tu0 ht.~ lr4 Min. 141 ~e 1tle; n3 6W1'h`LA}-IIUE oVNP.,r~ aka -~1~6~ ?,ATIOr I '~pJL+7 AU.v~VAIJG$ IN ~ _ pI10t4 ~!i~r-~ 1 EL-GVaTio~s r . 2IUl11 a . 1114e.,/ 4 ,At4rJ tlF.l,P I "I 5t~~~R aN~ i~Fovee l}F~P. t ~x>hT t~oTo~f'lolt~ . ~VIN~.~LroR '?)A L 1>4 ba em- CFA- rAesr~et. LIo IIzE &45 - Vol ~xI /T r aN UvN A - H FeE~ cV ~u~C CPL I ISSUED FOR PRICING i~v 15 ~q~ B ~Vpu„ liECt'E~Z i p-F~~/`~ _ - - W/o~vEL p~a2 AArz znHC - O _ NO. ISSUE' 'DATEi U 4 II Y-uLL ~ - 3~B % I -O P111R0.0R-- ~E~lj (oxG-(~i.EL~~~~oo..wic~ - -xtn'•-riLlir~u~-~.~P~+'~ix au~-~,FS +~ix7uee5 ' mN! rJoo2 mN •CHUO52) -ro rte ~i.l ire ~ pV,.oWAh`G. ~Y o a ADDITION AND ALTERATIONS TO' • GORDON RESIDENCE 1~~~T,r F°~ 1~~F i ~~°WO7~ % ~ ^ orE PIKE ~pf~'h' C~IINER t'C hL'LM Lt l~`~ ~ ~ -~-o~i yoLi r. ~3LPLI< , ~o~_C>A~'t?fG ~"*2~ ~IZZAJ tip ?.I~lY7 ll~hro1.L ~ GUL"~IJEC/ t ~p 825 Bungalow Lane - \ 2'•E \V Irv-, Matiltuck, N.Y. V I~ IL~~cw~-~ h1~1L - 'La-Ir~R Nta~~l~~ ~INIL I W r/-F VJ FLAI4 e{ "VATIOIVs f \\r~iJo <~Qa.I tJ~ %~NK ~~va~~~z I I 2 PL N~ EI~`/AT~or~ ~~VAT104 Z II - ; ~T~ 2 PL ikon hTGaMiU" Cliff Broffman, AIA 12cVr ~L T o S 3/e o 11 •;.a 12M ? _ PLA~ ova ~ ~l ARCHITECT ~~lc e~ ~u ~z rnix 1o ((kZOwAO 49 Highwood Road East Norwich, N.Y. 11732 (516) 922-4160 QJP~'LP~~le~ l/lh llJO~>/.a L ~Qi2c~~r~G 1 fA~NraI.V w • A ED Ae l l ~B 18G ~OF NEiJV II I T No. Revislap Upte, Cement Mortar F141-93 I ~}I(oF{ ~t)~Z E ~Zz- LeMIh~A~~ ILK 'eAw e ANf>~o(Z2Y Ev E Aµo AG HF,LA.-tIoE It`I., co-l L.lo2. A~ h4{FLJES • i woo IG TILE 2x~- \vLf/~GJND \ I.~/ Cp,~l. MAC \ t+~re , ya~~,E Yo a~pavr COPT 0f.T J. bE11 Ifo~~ C MP/4s k14" Mh IIJ• lI' 41 WAX. 2E IWr0r2CING , GLE4\A4E MEMDY]MIE ~ ~ . gubrLm2 SEL~r1l%0 jP.iY O~ tA~7Z2 LAv. °iIZE a ~owL w>~ " • V. tAI - %2~I L$Y1f~'(ITIOLJS DWF-D~ ~ - - - _ Lr~ul2acr.~ ~~Applzvo~ua.~, hIti1K KNEE S~xE ~~~£Ps Recommended Uses: r • over all wood floors that are shuclorelly vi FL-rj•. WiavFa Z~4 sound. pRp(-'IEfJ ~6H:i~ M ~Ar • whets radiant heat pipes are laid over the NI wood subllotr, screed ill gush In lop of pRAI pipes before placing a cleavage membrane O~ p and reinforced mortar bed. I • see page 12 NOTE for exterior uses ° Ta /q '(MILK Requirements: II • cleavage membrane --L.tIGIJER P^~ OF VINY~ - • reinforcing mandatory, ~Er'~RA~E 499 i -9 Lee. ,CtG!; O • design floor areas over which the is to be [ applied to have a deflection not greater than - 31 o 1/360 of the span. Make allowance for live 5~~ FILL load and impact as well as All dead load, 10 1 Including weight of the the and selling bed. 3/4 FLYhb±~Lir~fL z;e -7I d~ • mortar beds in excess of 2" thick shall be detailed by the architect. 2x ZI 4uAMIL TILE- Materials: ~c.EJ c~ ~/AI-IIT • Portland cement - ASTM C-150 Type 1. • sand-ASTM C-144. F- y i;I an • water - potable. 2 F-I 11 a mortar - 1 part pordand cement, 4 to 5 parts damp send by volume. ° • bond coat - portland cement pasta one mortar betl that Is still plastic, or dry-set - - mortar or latex-ponland L.:ment mortar on a cured bed. • reinforcing - 2" x 2" x 16116 gauge welded wire mesh or equivalent. • cleavage membrane- 151b. roofing felt or 4 tell polyethylene film (may be omitted over I I waterproof inembranes and ~ V t T~ I (~I~nl f/~f~ Rn~l I ~Z II -Q • water ro ANSI brAl 18 6. ans specify edy type (see Pagee 6, 7 8 9). ' Preparation by Other Trade: • subfloor - 5113" plywood or 1" nominal boards when on joists Woo. • depressing floor between joists on ledger 'trips on Joint (architechite rct t must ust use specify Expansimsl I / permissible U04~ 2 LCi NG O 1~6L' expansion joints and show location and oI details on drawings): hM- I \V/ -rG e expansion joints mandatory in accordance ^ wish MrWhod EM71, Page 19. /~J ~••~~7 (2JIF,~A~ C'-l IZG 1!~~ Ul-JI rO 050, InNallatlon Specifications: •tile - ANSI At 081 A,.1 B or. 1 C. ~j ~r <j U~I2 e trout-ANSI A108.10 1 L 2CJ\IVA r1O . IIJ P~(ZwrN U~'~ar1E TyFE • T, a, r~,~ i Y I h I v 2'o xU x of-o 4 eu " ' T~JOLI~Twv'fosQ-9E7~ 'ZPLffiia;t7 Hfo, G~o13iN ~T ' LE¢oNIGTII,E II.~hEFf~i l2'WrI=G"~,~ppUG n~Y - lL) titl'>~tvl{eoGNeor-t F. MI21~oR I uLLTi4E oil _ Q. I+. _ _ ~1~pIL.I+LI-fu¢ZNoWEe~ ~ _ el \ IN Ml"RO t--. 7,~Fh/_,i/ 6 Rp F~r Y - 'r - rt+ua Ao YnEE - - ~ - - - 2xeRerzoo-+47ae ~ - - - - - Lam) ~ - - ~I--- ILCP.TIa~ aF ~ ~iCr1CF varJ rr y ~ - n¢ni~l[ i I ~LeuA lar-I G T Po' i ,2 ~i~~ 94 3-o Ir 21-~I~~ Fdei.r.i Ca N vAr~~ kusr~ ~Ir~~Yr~» uvri¢e ADDITION.AND ALTERATIONS TO GORDON RESIDENCE ;ypr~L,O 47 BFI 6F i ?,oOe 14 825 Bungalow Lane, Mattituck, N.Y. I"~A2" E~ P•iA"r~•1 200 h'~ • LMV i i A ALL >~a~~R i~f RAM CM 17 <jE z ~-I 32 ~i8 - (~~~i~Er7~ 2x2 IN *rlpWr.P., (pX& IN I/ILOTArz0A 01- 1 6K4' IN VA`ItryAWeA P~L+ nep Iv j Cliff Broffrnpn, AIA Rio TI I,1; A R C H I. T E C. T, c"O"c7aHnKC~iNnLhELEG~I~~ r 2>(oTa.~t~ JN'IT_ 49 Highwood Road East Norwich, N.Y. 11732 TB cur _ I t+H r3Y ,C J ILL, v2 E~ ' ~a `EG °fF 07 (516) 922-4160 uAL • Nl G~ G I~isy ~ cn~~G o8E fLVrJkkp z~ L~l M~•h M MJMI t J~VaiLAi3LE ~v~"r~c~rr~ra cN ec~iC ~ t~° "YF° r P u~Nr r,Pe CrricK-roJeEi~ in cc~ee.:~- ~nr~ee ~it~ Gdlr~ «n~ (v~~Ft ~~IZ kq'E1ou~E(L iLF A-1 ?m peloen?v¢cl+ahE Hh~ovV~s~[atil e, IaaTvl:;, I~ LInIE~GIa~E~~ ai66 2N~J ~(_,bCll ~AI LAtN'I-.>INr/.' I ~ -I;P.I~uA~? arF! N2N '~J-~otU~L 6F ~ Fit II i 0 Revision - Date i IIe~~F2o~l~'fjrti~5tr,~•G~v(z'>•~•n C3E `xi,lOCv~LF, ~Jvot~ ~o~Lh• 1171nN orl 7 ve t cA n A,,FteY ~LA~ . (MANUF• ro ee 1,07•) ta'070,To lour, Ik-rOPLtVKWk* vzorrE~G` i ~Ya(9'7 t7e.i). rzrrz rIr ~N ~n ee rznl r~ (PAtnl ?t~ QjrpQ• AWHt. ~it'oPU1/<;~t•2FiG•Fl ~>yY~' {°i1N61,E '?~.rJBL • puw) '4 [N laA-i'ICJ~i . ~=wl~~4 -~2 6,4rr;l I,OCA~I R.o. UI~M Ns'f 'MK. T'iPE 1W>M rlo.wa. s1LL QEl~7tlcs fir I 2 s \V G6ILI rv t%l.ao(Z r~v~~ ae.~ ~ ~M i~+l \Jp1ee 2~s, meet e~ r zY G G G E /a G ( \V GT G~~AMIL TII (~lE j ILE "re) o f Fil~2vl-tGE 3-d' ?~-a 1 4 f 13 MAYJu~: T.'~• t~• KIr~HGtJ G 6 6 ro G'~ \ \1~ \~r~Ot"/ oz 1r~T~Y GIn5E z•~, Ike„ e I f icy. iz u.c~ "fle6 ~~'E tk 2 03 To ~nA2cra%. - 4 2 5 rborwsl~6 , r~• - MAK 7 . -Th. a, r+~ MR E c ~r M~ MIIIZIZ m(z C~uw \Jaw~ r~INI~(p G G G d & GT 0 5 P~TH•R•r~ # I Exl '2 HAf ' 06 $St~1Z(~M ` ~ IIJI4H ,y ~i Gm,'~ZPC'"r te'p' im to I /iiEE N n • '4, -Irl MaT~N EKi-i,T- ) ~xq++m 2 IhtlNn ape [-Jo G G RE RLen~~ ~xl~ I 07 V$i;)gm # 2 s x f tfT- " 'D 1~. o A y-~~ oe Pp-,~,Mr hew>Z Exl T_ 2r- AIN LI~• fzM G 6 G. e Ca 1 hk~0/2 UN5{¢ 01 ~IOEOaa(z 2-0 8? (P h1An UF. C g.~. v2 FINih I ) ~Alrz eaJ• E ~ E tv ~N\~ E><irr {•Garzt~ \~cto}~ ~Cc~2 IO M NI HOP I) Ahlo62~enF P~7 8-0 " x (o- o~ib J 9ce E~ • Vh To Goo i o ro ro (a 6 G V I ~I~Y TILE 12 P l •}~2 G t*J-Ie 13 ~aTH RM 2 C ? G G 6 E V LegI GLone Q = E E E Vt(Et-,T) - -F NS/ool~ -rLF, y7pu2 ~o G G ro re 6 G 5 8o,1?M tp Gld~ 2e K ro RA E SI epN'(o A s R$4• :210 ~AU 1 1Yj" b paaT+Etzr 1 tk •Ex I 7.0 H tN r1 R~,2, rp ro re r0^ 6 G I~ ~til i }bosom To h2 GEIUj; 1 21oQ ~AI OL0~~7 L hpClf7 Gay h (o G G ra G G AN L'InR l -ralh4 , ALLi GGLGgh Lr I U N Erb rrl.U'sG r 'G-o 6-6 I'i~ 2 I jo - h1 ~,x 'r0 el 1~r~ L PA \V~i\ N 20Z tom.OfWllzN 2'•6 (o'-P> 2 - 2 --I>7GogF bveR GT GT G.r G r GT r ~n ~U2e HAh 4lalzfaL„ 3 GlGOe~~' Mme t3t72M (2) 2-G' 9-.6 ~~,Qrvpn~o ~r~ruE ~Ip~ Grp GTs~ c: \V G'-\ 6 G I - Z~`~l EL$ILIF~ro ~l1DClh o 6E U PIPpr ~IeGP-AT";;r~/~9APIG-I'IoF•) ~OFi1 ~OU'6e , (Mlh(,95 'E • CMIN,9~~I R. Ql¢F, R.a't'Eh~ \VA~V~I (,E L 14-) Il0 o IW't"?-M 1 +2 To or, Real ~ arm G,k, r)eTO Cux~A ro1i ,G'!.~ AND AM.AI`F. JV~ 205 ltrCckF T _ - 'ra f~v~Ciol~h'~lkrlvtil •'~(Zoult7~i ~IN ~pA7 ?l~~ ~IFauJgR Z"o (p~ 4--- --G%.r~ 9CF1 ~+pT>: 61A'r3 SAT ~2 ~tr~,2$ 12anM 'WWIvo 'epl ~N-0E MINIh(1 -Yoll~ AT~sA 2-/a (o•~' Iyg 2 I ~ 'JOl,lr7 Co~E 4) fGFiNou$ Exlhr.\Alf'co ~F,gIaG, 1P76HAI-"v' 18 G4es•roE t.'~r-R ~~F,G Girl Yvt, No •S Ex1/~'T,Tl'IL,E To ¢F.MAl ' v rp~8 2x~o 1~ALIf7 All windows except two units in master bathroom showerare IAL,I -f•Izir1 1 - 12P HAte-1 f ?,xI•sT to be Anderson Casemen *Pmvide screens and all hardware as Qx4 EX1~Tr ~~?LIf~ 'TC,A M 2 ~ kki%Ll,e~-4li F4~t~li ~~M•~, 'required for finished unit. All window Hardware to be white (locks, crank, etc.) Exterior finish to be white. Glass to be high .vz GiIL1, 2 - ~~aor'~ ~iarxJly~ ~r.(.~J~ri~e 4dlN'(l,-rte performance sun glass. 1 VERTICAL Di w e'rniL GIII.L l - f~lAer~,E -~r.~*% C uN~ ~ cvT Krooe ~,s Vw Verify with Anderson manufacturer if Steel reinforcing strips Ns~JI~(~r~3~(Z~'1'o'~.~ w'IA~r~l~t; E/~our~cdtzE a~ SNowrJ) ire required between mulled joints for large window openings in dining room_Xu4nfra;tom-Provide - z=rJn HU 11 Etlmstm larch I''f required. Au.~cly, \\141Ao(2 r~'°R 1~w~Zop5 ' I Le• G`~P. PA. 2lETv 2r.1 J FSV. 4aEjv¢r.l Windows in shower to be aluminum with full vinyl covering 72T interior and exterior slidin units. Contractor to nafi' ( ) g provide ' wlN~ov ~I~~~~ specification and cut of proposed window. H,h M-awgw 0 uoI S Laafiles Moc L r2,U&4 la F NW n 4~ SKYLIGHTS TO BE INSULA-DOME INSULATED GLASS SKYLIGHTS. KITCHEN UNITS GN_Ir-j kr(cik8 235. 4'O~x~ 3'-5 fig" I LIVING ROOM "am_-2~ 45'i2x~r~yZ I -1 2 'I" 4IN(IzM G\V 136 fL 2'4 8 x 3 5~g Oj t;)[MlQca RFI G\V 2.;5 q-5~gx5'o%g SEEK~'I~I l1GIIJ(p Mar[Aa• 1~81(o}I'(r \~IN EI(o}Y r \VIhYJa\~ To MASTER BATHROOM UNITS 12-) k t~l/Z K ~5 Y2 ~CJfzAFiL~ W/eFX?~~ i a~e• tfE~vNro~hUr>itiG ~ ~~i Inl~m vcro~Z, ~~;twh Yz~q~$xIV Cz v~xrzeEN~ ,os~;~ a ommvr,> A0, \44400d'e2 ' LIG 9~ ~4dV~ LIVIhIIp R-M r~tl5 tu,^o g f,,tlhTlrlrp qy GhILE~c~IL ¢ 1<~. ~YNhlo ! JoMfah .I -o ~ hkYUm + o P J ow0n \J P i81~i Co eA9 L~J I eeppm ik2 10 C3arrH eM -#k fzEl' c G 7vF/i Hof p4ia lbE 9 O~ AnliJ FX ~p~Ih Ohl l7Lr o~ O~y.2A bl.l 4N4 4*0 GP.IL IJr? IJ,.:{ g(pIZPi~b o 17G -~y{Chl+ l ° ~ 4 ' ~a t~uh rye R~r-ts~~Rr~, l D I ISSUED FOR PRICING arc. uERlp~( cvr~r~I otil _ x gup~Ml-rrI~-Yo P~117. A2 IiJaZDE fz = NO. ISSUE' DATE T<i Ij' {zEq\7I2E0'~o HfiE'r~o17E. w !IF, ~ PVHouED 13 Caa.Ro~oE Exlsr K ADDITION AND ALTERATIONS TO GORDON RESIDENCE I~ ~OARAGE F.+cl'h-~ 825 Bungalow Lane ~-7 Mattltuck, N,Y. , L dl~l>riL , pi s~4 x i~ l E`er `201 ~J'j"Al(C C\V 15 2-9~gx a, l;7^ iF fLP-q, F, TY~IGvI, ~VI~11~o~~/ r~1~1'lal, ~ ~ i~ ~i P~12 ?YPES ~ III ~IPOLJ pF.'Fgll.. M~r(R PjHRM GN Z3 49' x3 o i'„ ?'n' A Cliff Broffman, AfA 2ri? G\ 135LA 2-4 x3 5~ 11 Aw %q Gi+oO PiL s'd'\vx30+} \11W Gcuar~ vin ~Ld'aFF ARCHITECT 49 Highwood Road East Norwich, N,Y. 11732 205 Nh irI ~GLMI GW _ S' (516) 922-4160 qCR r~feavH qv 25 4' 9 x 5`. a i' 4vk4 9RO~.F Ae1.3 "I"YPS 2 I TrP~ 1 'r`(Q~ 9' S I-~II~GC~ ~P 2 ~xlhl I~<o ttalp\v M sL 5,1 hLtoV,~h ~uLL 4PL, 606 ~9l~6 wTcHrxn~tR `Y ¢ Vlhloa pAnl~L. Qp ~ i All lL i 0 1 10 e- ~llplf~h ~iV _~~I..LEP \\/AGii- 4Eo,Tse a a fZHI%ps 5d r- - i I O O ~ ~ C3) ~ ~ a 4 I wo, 1 t4a) I L I ~ TI e s II '5AUP E - ob :1 41 AC Ac Re Ac K6. a.r LOT 'I - , ACa> lQl , 5O 5-,I - O API O . r 7C3> ~a d) I I d Ilk l I laG i jil Acqp. Ac I I , z 1J. 11. J 8 7 HT5 <Da t y I l i ~ ~ i~ZI 5e ~~L•~NjS A~ 5 4. s a O 5 `d O p Rw EF.U--. se sec-?I~~ A v GJ 1 -AGU,uM If~* zuuM irJCwf I -f~j II II - hkl- NEW DUPLEX GROUND RECEPTACIE F. XISTINGDUTLETTO-l 125V-15A U LEVITONDECORA 16252 -..Q~ER_ _ :EX1~e7:I?~;66..REL4A'2 )UTLETTO-BE Z, REPLACED 14 a CT~n~Tw ~xl<1 >M~TcHI.XIh~') I~'o y'Y WITH GROUNDED DUPI 1Nnan DUPLEX RECEPTACLE ADDITIb'N AND ALTERATIGNSTO 56._REL4 F5C81Z:--- _ GORDON RESIDENCE 4 NEW DUPLEX RECEPTACLE WP UB EX RECEPTACLE- NEW WITH ,G. :CEPTACLE- WEATHERPROOF 5262 WITH,GASKETED HORIZONTAL" 825 Bungalow Lane r 125V-20A U GROUND OUBLE LBT COVER W LEVITON DECORA 16352 ' FT COVER W 5265 Mattltuok,.N.Y, THERMOSTAT , AT NEW DUPLEX RECEPTACLE 2 ~rr~~ 77~eI2 S.vlt~rfr>h Lo~!~ ~orr'j K~H~~~ - 125V-15A WITH GROUND FAULT INTERRUPTER ® -~XHAUSTFAN/I.WT. _ A 16d, - - TV - LEVITON DECORA 6598 CENTRAL VACUUM' IN1. (ACUUM' INLET ~l g NEW DUPLEX RECEPTACLE Cliff BrOTfirrlran7 afA"~ Xat1., 125V-1OA WITH GROUND FAULT INTERRUPTER ~ - ~ THREE WAY DIMMER Y~I~ DIMMER' SWITCH _ T E` C I d!7 F o P LEVITON DECOR,A 6898 P LUTRON 5603 PIV(60OOW 03 PIV(60OW) A t.+' S103 Ply (101 S103'PIV (1000W) i NEW SINGLE RECEPTACLE _ - CONTRACTOR TO DETE OR TO DETERMINE SIZE OF.DIMMER ' 49 Highwood Road T?L 25OV-20A U GROUND (WR ~PF,a'flo4z) BASED ON LIGHTING D LIGHTING LOAD T East Norwich', N.Y. 17734 , z rv LEVITON DECORA 16441 SINGLE POLE SWITU14 ' LE SW'IT 14 ~ (516) ?224140 NEW SINGLE RECEPTACLE LUTRON 0IPS IPS T _125V 20A U•GROUND (IiR,'evtJDg10'Ja)' DIMMER SWITCH .LEVITONDECORA 16351 .WMITCH $P LUTRON'S600PIV (60OW, 00PIV (6001M) 4mROF - .y.h IWTING OUTLET TO BE'REM0,VBI3 LVTRON S10P (1000Wy, OP ( 00MO F CONTRACTOR -7°O,DETE. 'OR:TO. DETERMINE SIZE OF DIMMER EXISTING OUTLET TO BE RELOCATED BASED ONI LIGHTING,L( LIGHTINGLOAD~ fxT'END WIRING AS REQUIRED AN)"P,ROVIDE S- kW GROUNDED, OUTLET' AND'E1IECTRICAL BOX - ®SMOKE DETERC OR' ' TERCTOR galas' 120V SUPPLY CONNECT, f~ : f ~,tb r LIG14T,CIRCUIT, NON SY YCON. R3 T NRaAI .fi' ~yv~ .UIT, NON CTED ITCHED II ,.Q. r 71'„1_ s~~m<<p ~~~a~~ Pju' t`~ A;~ )'~Q tii 'tl ' ~I~' i i i I i ~I . I I I I „ ~~~1~i~ =l I ~a i ~ ~I L .fir, LAO Q°Q' ~ 4C qw/ I C r A v ~ ® If-I - - - 14 t~; L _,D h - ¢3,d ' A3 t-AJ4AL),~,r fAf-I D G d"~~/ Tip 3 7 z2 6 ~:"i Iz M ~ 1:, ~ I ~ ~i:'i I i 11TM ~ ' f 1 ~%~,f .1~'1 _ _ _ i - ~ - - ~ ~ - - - - ~ ~ x B ` --i- - - i ~x i 1T 4 ISVUEO ~ ADDITION AND ALTERATION TO 4 i GORDON RESIDENCE 825 Bungalow 'Lane' Mattltuck, N. Y. ~e i 2rJf~, .l<I~{1j 1 Cliff Brcaffmgn. i ~ ~ i ARCH1T I 49 M(ghwood E'b'stNorMch), 1Y lT? I' ~ M}~ x r i (41'e) 922-4164'I~ P~ w. 'rrr'u i i ~ i w' At 4 i ! '1 d, l ~ ~ i ' ' 4p areoFa yF ~ ~ q~ t r i i ~'SVt - - ~ i t ~ i ~Yi; h'r~ r 1 ~ yd F r~ rya,: ~ 3~f ~I II