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HomeMy WebLinkAbout28657-Z FORM NO. 3 TOWN OF SOUTH/D) BUILDING DEPAR Town Hall Southold, N. BUILDING PER (THIS PERMIT MUST BE KEPT ON TH COMPLETION OF THE WORK PERMIT NO. 28657 Z D Permission is hereby granted to : / BRUCE M CAMPBELL 620 MEDAY AVENU MATTITUCK,NY 952 for ADDITIONS AND ALTERATION TO AN EX TING ONE STORY SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 620 MEDAY AVE MATTITUCK County Tax Map No. 473889 Section 113 Block 0010 Lot No. 015 . 007 pursuant to applicatio dated MAY 24 , 2002 and approved by the Building Inspector t expire on FEBRUARY 14 , 2004 . Fee $ 1 , 828 . 0 1 �U Ahorize Signure ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS ' b FOUNDATION(1ST) — - ---- ---- y ------------------------------------- -- C FOUNDATION(2ND) - — z O ROUGH FRAMING& - -- - H PLUMBING - -- fi Y INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O Z m - C � b O x r — r y d Cl7 "b ►-3 2. St de-existrag use sad•occapancy of premises and intended we acid o cY of proposed co on; a. Exisemg-use and occuncy, o N - b. Intended,use and oA� 6e — 3. Nature of work..(check w2aich applicable):New Budding' Addition Alteration Repair Removal Demolition _ Other Work . (Description) 4. Estimated Cost. �O�oo o -'o o ' Fee (to be paid on;&ling this application) 5: If dwelling, number of dwelluig uvits�__ Number of dwelling units on each floor If garage, number of cars AJJA • and extent of each a of use. tj/A 6. If business, commercial or mixed occupancy, specify nre tyP 7. Dimensions of existing stractUres,if any.Front . Rear Dept Height Number of Stories Dimensions of same structure with alterations or additions: Front' Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories, 1 5-�E414 9. Size of lot: Front Rear Depth YDate of Purchase •S 9 _Name of / 'Former Owner 6 f..�4� ��t' f V ' 11. Zone or use district in'which premises are situated K- 4 o• 12. Does proposed construction violate any zoning law, ordinance or regulation: R o 13. Will lot be re-graded_8 o Wi11 excess fill be removed.from premises: YES qy,.,,� roto MevAY Ave- 14. ve-14. Names of Owner of premisesb .au c� CA M p p e LL Addres3 MATT t T lJ cy— N.Y Phone No. l0 3'1 - 29 S --S 12(o Naane.of Architecf Ll oDA A BE UTe1_!5c i e* Address Phone No _(o3 i -8-4ZZ 1�2 Name of Contractor Address Phone No: 15. Is this property within 100 feet of a tidal wetland? *YE5 • NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERIRIVIIITS MAY BE REQUIRED 16. Provide survey, to!scale,with accurate fouadationt plan and distances to.ptoper y lines. 17. If elevation at anypoinf on property is at 10 feet or below;must provide topograpbical data on srtrvey. STATE OF NEW YORK) SS: COUNTY OF 8Ru c CAM p tv-LL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contrast)above named, (.9)Re is the O•w 14 r,-r-- (Contractor,Agent, Corporate Officer,etc.) Z said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this apphc don are true to the best of his knowledge and belief, and that the work will be )eiformed in the manner'set forth in the application filed therewith.. >worn to before me this 3` nay of ` 20 (1 c jo otary Public Sigma . Applies AME I.STEP Na■n Pwft st.at N M%ft NSTt3o 1vn'i.v yr avUi.av liUiLUll�ItTYCitlVlli AYYL1C�Al1UN LHrt;Kll� BUILDING DEPARTMENT Do you havo or need the following;before spplyir TOWN HALL Board ofHeaM " SOUTIIOLD,NX 11971 3 sets of Budding Pans TEL: 765-1802 , Survey ✓ PERMIT NO. Check Septic Foam . NX.S.D.E.C. • Trustees Bxamiwd 20 Contact:. Approved ,20 Mail to. 112 D AR GN► reGTe, Disapproved alc C4e 10 . .Phone: (031 _ 87 h .Z 14 2 119 4 1�adkgr N1;f y Z 4 0 ' APPLICA.TIaN FOR BUILDING PERMIT Date M a t , 20-2 o .INSTRUCTIONS a. This application MUST be completely Eliod in by typewriter or in ink and submitted to the Building Inspector With sets of plans, accurate-plot plan to scale.Fee according to schodule, b.Plot plan showing location of lot and of buildings on preurises,relationship.to adjoining premises or public streets of areas, and waterways. c. The work covered by this application may not be co==ced'beforo issuance of Buildixtg Permit. d..Upon approval of this application,the Building Inspector wM issw a Buffing P=j3it to the applicant. Such a peimit shall be kept on the premises avatiable for inspection throughout the work. e.No building shall be occupied or used in whole or in part for auy purpose what-so-ever until a Certificate of Occupan is issued by the Bt>;lding Inspector, APPLICATION IS HEREBY MADE io the Bmldin#Department for the issuaace of a Building Permit pursuant to the Building Zone Ordinance of.thc'Town of Souhold,Suffolk Coizuty,New York,and other applicable Laws, Ordinances or., Regulations, for the construction of buildings,a"tons,.or mations or for removal or demolition as hcrein described. The applicant agrees to comply with all applicable laws,mbnanoes,building code;housing code„and rcgu].a=, and to admit authorized inspectors,on premises and i a bu lding for nocesmy'inspections. (Sig�of of name,if a corporation.) r.&20AAGPAY AVENUE* (Wing addrew of applicant) State whether applicant owned essee,agent, arcinteot, engineer,general tout ucytor, electrician,plumber or.builder vw I�lEtz- Name of owner of premises CA r,4 E!b (as on the.tax roll or-latest deed) If applicant is a corporation, signature of duly authorized officor N/fit (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: COW MEt7A%e.` A.v e M 11— 1NtATT t T U G1— House Number Street hamlet sum" 'J 31At IG County Tax. No'. 1000 Section 113 Block o ubdivision 1,4 A P - 9.F to LL ew oo p FHbd Map No. _ } r I; AUG 1 4 2002 IMAQERS3PCIId3IVBDHSIC+N L._., �.----_! ARCHITECTS g -- - FC S Jas �.` LONG ISLAND NEW YORK July 5,2002 Town of Southold HAND DELIVERED Building Department 53095 Main Road Re: Campbell Residence Southold,NY I IV/I OLD 111CRY 100100 Mattituck,LI,NY To Whom It May Concern: As per recent discussions with your Department,please note that the modified wood deck at the northeast comer of the existing house structure will not be co structed 1s drawn. In ' order to maintain front yard setback from Illinois Avenue, the. ",-� wood deck structure shall ortheast comer of the house. The proposed wood stair relocation shall be omitted. In addition, the existing cesspool shown in conflict with the proposed construction shall be permanently abandoned and filled A new cesspool will be installed as per DOH requirements(300 gpd design flow, 10 ft.minimum from any foundation wall). Should you have any additional concerns at this time,please feel free to contact my office at 631.874.2142. Thank you. Sincerely, Linda A.Beutelschi c,•t y.�, LAB/lb Cc Mr. And Mrs.B �FQ F `�'A& NA COMMERCIAL RESIDE AncwECTum PLANNING Q Bernstein Boulevard Center Moriches NY 11934 TeWex. 631.8742142 iii ��-, � /✓ r 24 .;.. '' "'''•',,. / � /! / ! / /'!r, � - \ ` /. ( �Q:1 r"�.l ! +� � � 'JCA • � }I fit+ -21 WPA /10 am' tom _ rC qe".r rfo� a5 L x 14Y' xA%j , ! Jf ✓� 'mss4 t--,Iyl t ✓ ✓ _ JJ ! ! �J 4 O24 c�1ti� NN xAjcl ,/ �/ �. ✓ xAj rte. /r, ✓t /I� J' {( �� t t I \ ✓ 1M�J t '� 7xAw �J� - 3�i / ,//,- Jai J/ ( JJ J✓ \1 j i f A'5-Ar VDT I 1 ✓ t 1 t� AS m LOT L _- LO ' L'O ' _-1- OF Y I or 5 IN ACCORDANCE i a � to U A.L&I ANSUCH NY mt NF+p4`c tiyc ` -wool w caw n _ LAh �� 4 ALTA, _ , a . t>r+r«MaM►I sPir+n+M fr ►� ;1 _ - '�r!�' • #OrtP tAwtP fIWDsM - - _ -..,_- • .�"�-.- - - - TH TOWN w ftz vow I" SUFFOLK COUNTY, NE .'p t yr r :r I T.• 1 I_. +,F l � �� - � � � �— �SC. TAX No 0, 1 7 t �. r tf1 �irfr i t t i .4 1' 0,0 1 {� _,� .! •,;�/ '' r ,,'"" �' .! ? r I I L _, / �. / � I _ / . _ � 'r� r 31 V 1 0 FEFOK _ SCALE., t#i q999 _ 1 : . F "? 1 ►' '� y�' ! � x�yt � / �/ rr+ ` MAP j ;� t+ r� /,x� -. /�► / G � s rDECEMBER 1..1 199:9 REVISED D' � � I r i w t P , f > fjc MARCH 21, 2-00.1 ADDED TEST` HOLE ' l r . i r OF kfLTtiE1j . ?wt, _D MAP FEBRUARY 6, '2 { � 0{)2 ,REVISED AS PER SCWA LETTER 0 0 "</ MAY 1:.0, 2002. ADDED PROPOSED ADDITIONS ac. IV 4 NV Val X04 141 / f ,�► �": i l yy� - v'r �. F '",�i �r r � fix. ,.- �� / t � - 'r • I F F4 �* '� / / �+' /I�._� { „!. .., f re ✓' , , l \c� �I"'U"oft TW L RE#`�R'TQ' or .oft FA.E N� OF 3wli C (w f�t�x cowm cm 'AAR119'A�Y 2s,'iftl A5 t'#LE No..`1'75 F _ . ; .�. 1 .' ice/ ,�,:,•"' >/ r'',r>� !f f r'� .�""...�''"� ' t.. F ! :. x#Z r. ;r"� y/ !/ ✓ r ,r ✓'_t r/ ' I r , j. =ARE �1E 'SFAp t:.M Rb1$17i+T tltt 11 9 C*W"'UKS AW 'SM - �. #1 ---..,- -.. r F [ I :\. PROPMO lm 4� A *t$ ARE VOYPtF 'TfiElfie ��• : ` Ilt#llHlitEJ SEPI ACTJi� _ At t5 r,�'6AkGQMS; > r > f � 3• 1i .'1`#Nlt W11� FYN� A y ,T8 4 F ��Gi E£�i�. #.-3"r-,yYR�. fi'-'3r"' C1Rv P ! r/ ✓/, t / R 1 [ I t 4* IA11 FGt1 +1 t�lNl6',8MSTE11: FOR Ai t T*'4 BEAI20$>ti MUSE E! 300 64 f1 SOMAIt ASA. dia E%PANSON FOX P1104,6030 S,wm TAW '1t E 1 A AF 14 �'' ELM A40 GEIS ,$*M k nE flN ARE VKW LD yti,. + i/ II l x !. �\ 1 . f : �� jtBiiER1tATFONS l 1JS t,t�4711 iiB AMW MM t3 1W. 01 -as i 4 •_t �y� Ar 115, i PT t -jo +' 'y= a be A J� - } -bF TNS NE1k Y#ItkhtE ` dUf Lo wKtIr3>t' 1A11. WE T�pa�sy��./��r r' > TQAliI9 i.Y1PY. RE C. tL3ERt4 . OIkY 7Q '.P 744E Vii"' �' �` a �r�.st� �`k, ',Y. �,M�� .!'>t MTto �'J�'YA:1� RV�f Y , ..: >► 1 M PO Alt HSS t ` p Tnt ct ;+rl r Ake» 1 k,1OF TK'umm om- LC TO[-EXISTENCE (:R04TSi OF (MAY AW/CSI EA� O _CtM,. iF ANY, 96T s06W AR Nett F��e�i. A'11 f �� ACCORF3A MRR11Af�I r �+► IN .: TME &w sTw47 uswti x s4kv 0 y W s urv�fs subdw - - Const. c , 2 � e � stops .f'fr�ss ru fic>� Loyn�t • FdX -9727 - � .. 4� Uar-as l�Ai� AF ' JAlG kt.Y.S lrc. 1 4€Fl .. 1',51[} 46AMW fFV'�F P 4 ;1 .ice - . _ 2 2r �i:. S�-51ACI 7o. NOi IPS' :.IF!"'T AT f( 1•? ,TIE FOR POURI.D C(?N0RF'11 2. ROUGH - FRAMING & 'PLUIt!:_ it0 ME- DAY AVEN- U ATTITUCK NEW YORK 11952 620 3. INSULATION 4. FINAL - CONSTRUCTION 1,4,JGT BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MF ET THE REOUIREMENTS OF THE &:,'.Y. STATE CONSTRUCTION.& ENEF 6Y CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS an OCCUPANCY OR USE IS UNLAWFUL IVITHOUT CERTIFICAT` OF OCCUPANCY PROVIDE '/ HR. FIRE RATED SEPARATION TO,,, X PART. 717.3 (f) (1) OF KE -Y LAN D RyAWIN � I1 N.Y. STATE BUILDING CODE.ABBREVIATIONS SH•T. NO. DESCRIPTION A.C.T. ACOUSTIC CEILING TILE MANUF. MANUFACTURER NIEDAY AVENUE r- � A—'I TITLE SHEET PROVIDE ALARM DEsMOEVICE VICES ADJ. ADJACENT/ADJUSTABLET1rat MAX. MAXIMUM T+� D Z�;°n 8�- -- A-2 P1�.0T PLAN, GEN'L. NOTES, NYS ENERGY, PLMBG. RISER AS To PARS. 7 �..� A.F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL ____. �b� Vi3b, nFiCi1L ' . _ � ° N .Y.S BUILDING CO E .BLK. BLOCK MIN. MINIMUM Wb; G �BLKG. BLOCKING MTD. MOUNTED A­3 EXISTING CELLAR PLAN - if copper tubing is used CENTER LINE MTL. METAL ilrs�r' CROSS-HATCHED AREA CLG. CEILING NJ.C. NOT IN CONTRACT ° INDICATES LIMIT OF NEW A—'4 r EXISTING FLOOR PLAN for water distributing PROVIDE ANTI-SCALD AND COL. COLUMN K.T.S. NOT TO SCALE ---- -- - - UNDERPINNING and CELLAR —. i system, On'. ql ��e I'HERMA!SNACK gREVENTI CONSTR. CONSTRUCTION O.C. ON CENTER HATCHED AREA IN ( E-XPAN51ON A 5 SECTIONS and DETAILS °� ty U_" =y DEVICES AS TO PART. 902.6 K LIMIT OF NEW ONE-STORY CONT. CONTINUOUS OPP. OPPOSITE WD. FR. ADDITION N.Y. STATE BUILDING COD C.T. CERAMIC TILE PL. LAM. PLASTIC LAMINATE (APPROX. 1,53L 5F) �� - — — =o LL _ _, Z A-�6 SECTIONS and DETAILS • DIA. DIAMETER PLYWD. PLYWOOD .PROVIDE OPENINGS FOR DIM. DIMENSION PTD. FAINTED I X A-'T ELEVATIONS ; ERfY ESCAPE AS DO NOT PROCEED WIT ELECT. ELECTRIC R.R. ROOF RAFTERS �;� EXIS G - cc► ,� �UIRED BY PART. 714 OF ELEV. ELEVATION REINF. REINFORCING �,p� ' WD. F D NG A-'8 ELEVATIONS FRAMING UNTIL SURVE EQUAL REQ'D. REQUIRED `��� L_. — � N.Y. STATE BUILDING CODE. EQ ( OF FOUNDATION LOCATI EQUIP. EQUIPMENT S.C. SOLID CORE I _ A--9 INTERIOR ELEVATIONS ._. _ HAS BEEN APPROVED. FIN. FINISH SIM. SIMILAR a �— _y -° A--10 INTERIOR ELEVATIONS STL. STEEL - FL. FLAME SUSP. SUSPENDED I - PLUMBING FR. FR I A-I1 REFLECTED CEILING/ELECT. PLAN at NEW CELLAR ALL PLUMBING WASTE F.R. FIRE RATED THK. THICKNESS - GA. GUAGE T.O.P. TOP OF PLATE _ &WAT ER LINES NEED GL. GLASS T.O.S. TOP OF SILL hIB / f;tom . .oxvaw— >�U� A-12 REFLECTED CEILING/ELECT. PLAN at NEW FIRST FLOOR TESTING BEPORE COVERING GYP. BD. GYPSUM WALL BOARD TYP. TYPICAL G.W.B. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED S-'1 NEW FOUNDATION PLAN and UNDERP INNING :DETAILS UNDERWRITERS CERTIFICATI N.M. HOLLOW METAL VERT. VERTICAL REQUIRED S-�2 NEW FOUNDATION SECTIONS and UNDERPINNING.-DETAILS HORIZ. HORIZONTAL V.I.P. VERIFY IN FIELD HVAC HEATING/VENTILATING/AIR CONDITIONING WD. WOOD PIROJECT PLUMBER CERTiFICATlO�',l ON LEAD CONTENT BEFORE �T 'p NOTES � I1 V � C� R1VJL �� � � � CERTIFICATE OF OCCUPANCY ULTANT ' EI V 1 ALSOLDER USED/N WATERc ® mss . SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. I. DO NOT scale Drawings. Written dimensions supersede DISTRICT : 5OUTHOLD scaled dimensions. F� TOWN MATTITUCK FRED 2. ALL conditions and dimensions to be verified in field by G.C. SECTION 113 BLOCK 10 LOT 15.1 � m``'���yA�cy prior to construction and rlor to ordering materials. Any dis- John C . Valerio , ZONED RES. R 40 n crepancies shall be brought to the immediate attention of the - OCCUPANCYr CLASSIFICATION A-i t b e ia tes , P . C . Architect.Va Ierio Asso TYPE OF CONSTRUCTIONow2 3. ALL construction shall be in strict accordance with the t� �t 114 Old Countr Road New York State Building Code and all local codes and EXISTING USE : ONE-FAMILY DWELLING PROPOSED USE : ONE-FAMILY DWELLING yauthorities having jurisdiction over same. EXISTING lett FL. AREA: 1,311 5F NEW lot FL. AREA: 1,53L 5F plus 411. 5F New Deck Area Mineola , New York 11501 4. NO Work. shall commence until all required approvals and permits. LOT AREA :: 2.943 acres have been obtained bg the Department of Buildings, and all other MAX. COV'G. : 20%. or 25441 5F agencies, as may be applicable. SETBACKS FRONT REAR SIDE EXIST. 98.4 It. N/A 31.1 ft. PROPOSED 81 ;t, N/A 31.1 ft. (80 FT. to Illinois Ave.) Wiz. REQUIRED 50 It. 50 It. 15 ft. 35 ft. AGG. Tr . KA . 100C.� - 113 - 10 - 1 5 . � ISSVE � FOR P ER1�/IIT : I�/I A Y • 2C:, 2 C.4 C� 2 A -iFu\3, ,C H- - I T C T S N "Y 11934 631 . 874 . 2142 ' B o -ale va rd S SIG C *erltelr M � B � rn � to 1r�. ■ I � . � . ., � . � I . . 4. . - - : I ' . . � . v - : 1 . - . 'NO EvtStONS DATE " . , - % �.'' R - . -' ' ' ISSUED FOR: �y�� G- ENER A L N 0 T. E , , NYS ENERGY CALCULATIONS , _ • --- - _ O O RIX I EVIEW HAY 24,�� y _- .'' ., wq I. ALL WORK SHALL BE. DONE IN STRICT CONFORMANCE WITH THE RULES and REGULATIONS OF THE TOWN 1% r :.:''�'_� -'- � ' ' o o k►S �i� As�� I 20orL 'A. . .. r• T - .r..`r �wGi'� - �.•. _ • - .. : ..%I. '�' I . OF SOUTHOLD and the NYS BUILDING CODE. i - J . .•'ya. • 2 THEG.C. SHALL BE RESPONSIBLE FOR ALL GOVERNMENTAL and BUILDING DEPARTMENT INSPECTIONS and CERTIFICATIONS. . � . I 0 0 -- % THE G.C. .SHALL OBTAIN CERT.OF OCCUPANCY AT THE CONCLUSION OF THE WORK. PERMIT and APPLICABLE FEES by OWNER. .. ;;: . 0-4 r, ! �. ,�. 3. THE . G.C. SHALL CARRY INSURANCE, IN THE AMOUNTS and FORM REQUIRED BY THE" MUNICIPAL AUTHORITY 4 'A • .•'. . ' .' �'1 o 0 ISSUING THE BUILDING PERMIT. :._ .. +Ati lliiilitlaRo paMon'oi =�. s :;,• .. . THE OWNER IS RESPONSIBLE FOR ANY AND ALL FUTURE PERMIT RENEWAL(S) AS APPLICABLE IN THE EVENT . :•'' -' "- . .,-' ' '. : '' -: 'r . :. '� - • o .o OF EXPIRATION. ' `r?lt�� M� o . . . 5, ALL DAY DE RIS`SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT THE EXPENSE OF THE DEMOLITION . + /�:.- TO - t ': �. �' �'. :".r y` o 0 . CONTRALTO ' :� '.: ISO :::, 1 - of ::>'"►.�� ... ..:. is .._,,; �: ,:� = ��::-: f' - : :, 6. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. F . �-. - {':• :�,,;. f . r ''. :. .: 'q / •' . ' f:. ' /: m. I ;11 �, LL P M TE I T I. » , .. �: : ?`: , ' `; . : ,., ; r �. ,. i`� . .. /. 1. PROVIDE ALUM. DRIP FLASH NG ATA O ENINGS, A R1AL JON S, ETC., AS NECESSARY, �,, .,,,� . ; J:: ,, / , . :, ,.. .� . - tM};� „�,.;;,,, ;,: �•' r . x y- , These Droungs and Spec"'a'" as Instru�ents of smote. �I� f' t F. ,,:•:• �,.. :. i ;r. : : /" rx'��:�: ' ''. -.i , r '.. t' t"im '�' y# ' / .. rennin t IfiA SPONSI 8. CONTRACTOR SHALL PROVIDE CAULKING AND SEALANT AT ALL, EXTERIOR_ JOINTS AND OPENINGS, BETWEEN WALLS/ ,� . �., ;... /. .. / /. 8 ' .: , / _.v• ►- / r he prapertg of GE RE VE DESIGN ARCHITECTS. - . &I"I"I"ett"01111 $4101111".4tl►� "'..- •. 1.�_� r fes', J. 1 ,� '`. 1 r� i' . FOUNDATION/SLAB, AND-`SHALL° WEATHERSTRIP AS REQUIRED. s.a t - - :: 1. ,..E-' �'" " , '/r � *? '� / •i % . ! - i s� ,�' Umthowd use. changes or publication Is sten d"ed unless' .. # ..... e ,R00l1>I'�EI41N�9.A� 14164Y ..,.. =.�: 1 �> / y. . /' . ,:, ,... - e>�resshj approved by MAGE RESPONSIVE SIGN ARCHITECTS. . . 9. PROVIDE 'CCA' PRESSURE TREATED WOOD IN CONTACT WITH EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, ;; , . a „ t. • j ; " :" /. ,' r', ,�•• .. -/ S. : ;, ,., . - , PW PLATES, ETC. ail, ►: lir. ►ft {off ;.M.... t: 1 t 1. f f '` /. { , Vic: r. 1• % r,,. �..- IrJrmgenents shill be prosecuted • % ''` 'i U Contracts sha✓I verd al geld carditions and dekruaons; and sha0 be 10. NO BACKFILL SHALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING I-IAS. BEEN PROVIDED. , - » - - ,.�, E = . / t. _ f, . ,. .. / . , : L• �' P r r I I'll, - espar�,bk s field ht &W'quanGty of Wok No,agonences shop be fade• on behalf of the Contracts fa 11. SOIL SHALL BE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OF NEW FOUNDATION :' +pilus, uonaCl9#•>e7y, . ;, � � . f:'}'I':1. '1 / f jar: .r. i.. . y� ;=� int' anq error a neglece an hs pert WORK. 1 a ; ,.�. . :.1 �J , - ;.� : ,,y� f, �...tNT�R DAt14 A8'AR'PW�.l181.6.: fir' or C•3}. 3 . i t. ''�' 12. ALL EXISTING SHRUBS AND PLANTINGS SHALL BE REMOVED WHEN IN CONFLICT WITH NEW WORK. G.C. SHALL COORDINATE a 'O '` /� 1 r Asa / �� �" _ '`'` •� ` ° " .. t9ocr R-r9'1 IM.�'� o » ,►. / 1 ./ / i , .E,. � . i SEAL ' WITH OWNER REPLANTING OF SAME. ( ;� ' ;' A. , +�a1 �� C '•►-� t0 ��A . •� / t .• ' 1 t� r� 13. FOR ROOF SLOPES LESS THAN 3:12, PROVIDE STRIP ASPHALT SHINGLES (WIND RESISTANT WITH FACTORY APPLIIED ' �ou„�ra+wa� '• /�"'� ! �' i� ''' ::' .:= -+ E' " 5-j -� 1, , -c° �Lh�h'i T A E TE SAVE FLASHING. wo"Ih.w. ..,:_,_ �- - / / •/. .i - .r, / > ,; : ,,,.. a " ADHESIVE DOUBLE UNDERLAYMEN AND CEMENTED SH G. f • = r' c� W �' ADH / .• Aboi,nYtndnttrP Ile l / I V�' wj• y :rte.1 �, Win, 14. PROVIDE 1/2 THICK MOISTURE-RESISTANT GYP.BD. AND 1/2 THICK CDX PLYWOOD AS APPLICABLE IN ALL AREAS mKkl,N, 1 r / 't � r . t, `' � . f.'. �:; " � � :: .. ':'`� ': � � '°, � -'"� . SUBJECT TO MOISTURE (U.O.N.). ': _. t ' ` .'� / !' �. :. : 1+--� _ ilerYrNter wmlr . . " / / - I i .. /: y '. yWL W. �2 . 15, PROVIDE ALUMINUM FLASHING AT ALL OPENINGS JOINTS BETWEEN MATERIALS BREAKS IN BUILDING ENVELOPE AND r. . :, � , / / 'I ' . � � �:'r 01�. Q L GJ. 1plb dbe 1nalil on •�•�.', ;a-- / !t f :l / :, I 'F: ." '.. " . .e. �:�' ' ' ' ' :,:..r.: ,1 £� ' 'y+ �I CHANGES .IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED .PRACTICE. . . , y :,:.:. •- r / / - �'• ..r � � / r � - .. . • �' .� �YaOtw�MIIIIM'RNhOlf . 'W' a f,.:t C1+a+(;))& ' Q / / %' )' ! . t }. • �.,. r 16. G.C. SHALL CONNECT TO EXISTING ALL NEW PLUMBING, ELECTRICAL, HEATING and AIR CONDITIONING EQUIPMENT ; : r .1" /.0 J `II . .ir,. �: ' '.� a, . AS THEY MAY APPLY, UNLESS OTHERWISE NOTED. �� : _� / r: • l.. r . :/"..� t- #_,,, �n . i� , . _ 'y ?� ._.O ✓ Q. 17dIt. +.IIIA i`�11:.6#. ; .�.+,w. .�h.r.�w,.. t - ---_ / / r.., i/-- j' . - .�0 ✓I�•. f. ,% ' / •./ ' ..t �:. _.. Il: ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEMS NOT SPECIFIED ON DRAWINGS, SHALL BE SELECTED :� 1 . a t. 0.-,_- :I BY OWNER, APPROVED BY ARCHITECT, and INSTALLED BY G.C. FOR A COMPLETE JOB. : , , r r i '?' '.,1 -/�;.: * I- PROJECT TITLE 18: WO /DISTRIBUTION HALL OMPL , Vii" �: / sf ' _,,/ ,t.;,/ � r E w ,�.': �. ,• `�* ALL NEW ELECTRICAL RK SYSTEMS S COMPLY WITH THE NATIONAL ELECTRIC CODE AND ALL '. . W y ,#'' r / .r.. / , y ' �;. 1 . LOCAL CODES. _ 4. i ' i �, �..;41f�, �' ;, �; . '' r. dl� , ,- ��.., i I . THESE. .PLANS HAVE BEEN' PREPARED IN / ./ y r . 19. G.C. SHALL PROVIDE INTERCONNECTING FIRE DETECTING and, SMOKE ALARM SYSTEM AS ' PER NEW YORK STATE 4 -- /'�' ::�. .,. ,. .x ' :,'. t n - ' - i " N: - STRICT CDi+dFORMANCE WITH THE NEW YORK : t: .. •� ,.', ,,.. i ,� y . . ' 11 r r '.' . 1 \i : >t . BUILDING CODE AT..OR NEAR THE CEILING, STATE £N RCFY CONSEL.RVATION CONSTRUCTION - . :- _ A :' • . ;!01 ' ,.e, ,,, L:!'" f I ' t . .. NEW ONE-5 TORY . CODE, DATED APRIL 1, 1491, FOR .ALL RESIDENTIAL - -. ., '. � � ": ..; • � >_ r 1 I : - .e. - t 1 : V STt�UCTIIRES THREE (3) STORIES OR LE$5 �-. i .i 20. ALL LIGHT FIXTURES SHALL BE SELECTED BY OWNER, INSTALLED BY G.C. _ . . IN HEIGHT. "i ��'� " ' � • / � t ' � I' . • � DD�T�aN 21. ALL NEW PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON I '`� ' ` ''''�''''' '' *. /" '1 I'" r. . 1 %' y. j i / j. 7 I ,ems".t 1.. . . PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS and SHALL HAVE APPROVED JOINTS PIPE SUPPORTS AND FOR. 01 w .%' %'` r! :' ` V. ' ° -r. 1 °'� I �� : ' �` a / .1I- "�. I . CLEANOUTS. SUFFOLK COUNTY. L:L . . v '' y y� - � : I �' f £ 1. z> I U� t �� 6,000 DEGREE DAYS rq '. ' .fir .ry' .' , ' /� 1/?�' •' / 1' I. t . - . 22. ALL NEW FINISH MATERIALS SHALL BE SELECTED BY OWNER, APPROVED BY ARCHITECT, AND INSTALLED BY G.C.1 . (U.O.N.). - - , - ., .* : ;� , , y.I .. . . .' . : ;';�' I. s�.: x ,� A. 1 23. G.C. SHALL INSTALL ALL LOCKSETS,. LOCK HARDWARE; SHELVING. ETC. FOR A COMPLETE JOB. � - I ? •', " . '.,%. I ,,. : .. . 1.% , :..+ �. -.r., j *"t` 1 CAMPBELL �L L24. G.C. SHALL PROVIDE NEW ALUMINUM GUTTERS AND LEADERS A5 REQ D. (FINISH COLOR TO BE SELECTED). . . (' I . I .. 1 ..* *-;. L ;% i. `x . % ,, 1 -,' ,' 1- y: _ • . L I . � *­ [ r. .. _.. , - .- 25. ALL NEW WORK SHALL 'CONFORM TO THE11 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE: . L . 1. I . I . 1' . ! :' '` '/ :',.f " -•` d. 1 ' I RESIDENCE . 26 THE ARCHITECT IS NOT 'RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES. �' ' '" "'� :.:.. {: '� i. 1 �� i 'I 21. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION, INSPECTION AND/OR SUPERVISION OF THIS V'I"�= f ;' :'. C. > :`� ; ",; R f , . CONSTRUCTION PROJECT. . . :1 L I F. - : ."�,`'' 1. 1 �'; , 1'i: • ��..:. II 1020 rleday AVen'ue ; • �}([i'4"+_:. i( : .: ��,•; . . . � : L. I E � r ��IrI 1''(attltuck NY ;c , - .L L 1� ,/' .1. :lilt '+(L• ''/! �/ LL `• qe. _ f 'I•' -p!+� ' . ' I - - . i. .� • - F •.1•• 1.y LOCATION:MAP/KEY PLAN FOUNDATION and CONCRE �.. I. ALL CONCRETE FOOTINGS TO -BEAR ON UNDISTURBED SOIL WITH A .MINIMUM' BEARING VALUE OF 2 TONS/CU.FT,, IIV.LF,) Ll 1, , il 11 tet. f.,.{. • , ,. �_..� . : .: 2: - BOTTOM OF EXTERIOR CONCRETE FOOTINGS SHALL BE 3 -O MIN. BELOW AVERAGE FINISHED GRADE, U.O.N. I-► . ia�,l _ „ � }- , _ �. ''•• .. � .. ' �k., Vit•:.- L . �11 - 1 �� .. F' s�.: *• -; ' � •e,•. .rte/' .eo-' �w�..,.�•.-+''+�+1t-"-� ' - .3. CONCRETE STRENGTH' SHALL BE AS. FOLLOWS: . . a.) FOOTINGS, PIERS, FOUNDATION WALLS: , 1 ' . tirv, - I. ' • , .�/' I . • . : " . , fc = 3,000 psi stone cont, UNLESS ot.411F,w+S'd as w, . . I • _ �� • • - . � 1 A /.. , b.) SLAB ON GRADE. fc = 3,000 psi stone cont. w1 „ „ ! -�� •-''' ' .,� :F at c:) SUPERSTRUCTURE SLAB: � Ovv..� L It LLL " " .. fc = 3,000 psI stone cont ' _ 1 L I9. ALL REINFORCING BARS TO BE LAPPED A MINIMUM OF 90 AT SPLICES AND CORNERS. Y _',`.. ' .. AP rrr'{',� lrl� � 3 7 1r rw11'E . . .. S. ALL REINFORCING BARS. SHALL BE A60 GRADE 60 BILLET NEW STEEL, DEFORMED AS PER A,S.T.M. A . 60 I 1, t Ic.;fr . "gib = '� �iX l ►-j" . : 'i . V V I�,' v. L. �_._ �. {' 6. . MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE l3") 'INCHES FOR CONCRETE POURED AGAINS'�T Z =" : ' ' " . '' EARTH: ALL OTHERS SHALL BE TWO (2") INCHES. - . . .. . . 1. WI1.RE FABRIC SHALL BE ELECTRICALLY WELDED AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 10,000) psi 1A-82), }�mtl�i� 'lZdp : ' „ . . : I T LA A I .' ',. .. . . . • - 8. CONTRACTOR SHALL PROVIDE PROPER SLEEVES IN FOUNDATION AND BS TO ACCOMMODATE ANY PIPES P�ASSIN:C, THROUGH. ; . , . " 9, FOR 9" THK. P. CONC. SLAB ON GRADE - PROVIDE -6"xb" 10/10 W.W.M. OVER" 6 MIL. POLYETHYLENE �(APOR..BARR:IER OVER : . . .. . L . -. 6:' OF WELL COMPACTED CRUSHED STONE OVER GRADE. 0ii�4r. _ AR C I. IMAGE RESPON$iV& DESIGN" - C -II'I'E TS 10.- ALL CONCRETE HAUNCH FOOTINGS SHALL BE PROVIDED WITH TWO l2) S RE-BARS, TVP: : . :" �t ii : : U P_.11"11:7.../•� 4 ,djLL_ .. 11-I "S IZIa . . . - .. 1G �w M Imo. t n1. - . .. `VVI 1'i�� h� tern e I... L,d Ml.l��' I i Ca La't'Fr Ll. L DG,d►(.' GE? _ , .. L. MASONRY - .. I�t-�i�.. "{�}� -5u.rp,41K. 4 +Ua4r.r .!�'p OFF Lrt-I . '�" 4 . - AREA CALCULATIONS . ' , .' ,, LONG. i SLAND,NEW YORK I. ALL DIMENSIONS GIVEN AS MASONRY OPENINGS ARE TO ROUGH FACE OF MASONRY WALLS AND/OR PARTITIONS. I. LOCATION sQ. FOOTAGE. . 2. ALL BRICK SHALL BE LAID UP IN CEMENT-LIME: 1:1:6 MIX AS PER TYPE S OR N OF A,S.T.M. SPEC. C210 - 1969• ' MICROLLAM/PARALLAM/TJI NOTES (as they. may apply) �' L.- 1. I : " """' "?".1. + I 1331.874.2142 • "• ,�Ir�l.l !►�t ► X17 'ev9 1. ALL SPECIFIED 'TRUS-J01ST MacMiLLAN' PRODUCTS SHALL BE INSTALLED, i; +•�,;I.,offlo,.alt+•saIN. �� BERNSTEIN 8D)LEVARp . AS' PER MANUFACTURER'S" SPCIFLCATIONS. `'• �`' I _L / /+Irt:�pl l'I o _ -.. ( Genial Mot i the: NY "11934 STRUCTURAL .,. - 2. MINIMUM .BEARING SHALL BE 2" AT ENDS, TYPICALLY, and SHALL BE . . - DRAWL G TITL ACROSS `FULL WIDTH OF ANY BEAM/MEMBER-: . .I40I 0l F.$er:K _-A-f �t.s.. _ . .� 7:1.-4 F , N E LLL I. USE DOUGLAS LAS FIR No. 2, E = 1.5; LL 3, PROVIDE CROSS-BRIDGING AT MIDPOINT OF SPAN, TYPICAL, AT ALL 1. REPETITIVE MEMBER USE: Fb = 1006 .ps1 I L L L. LLI L . + _ �L... , ,.. L :1-1 .1 ... IL . .. T� I + -L. L.: � I � #'��OT fLl,. EI'L, ITES, -- . SINGLE MEMBER USE: Fb = 815 psi , . . LFLOOR JOISfiS; 8'-O"o.c: , MAX. I L L . 'L M ' - ­ 11 I-I - IL � .. � . .­ . L ­ I % I—. .. 2. GRADE MARKED LUMBER FOR STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERED 1O SITE. LL 9. 3/4" PLYWOOD C . SUB ,FLOOR SHALL BE GLUE-NAILED ON 'TJI JOISTS' L ' r AS PER MANUFACTURER'S' RECOMMENDATIONS. NYS ENEAG �� . " ' t 1/2 DIA. ANCHOR BOLTS AT 8'-O"o.c. MAX„ 12" FROM ENDS/CORNEIRS. 3'. WOOD SILLS SHALL BE (2> 2 x 6 CCA with h So 4. ALL WD. HEADERS SHALL BE SUPPORTED BY 4" x 9" WD. POSTS, TYP. (U.O.N.). 5. PROVIDE SOLID LUMBER DOUBLE HEADERS AND' .TRIMMERS AT ALL . 1. TOTAL : ,.,,._- Zr � 471 '' L. SCALE : AS NOTED' . SKYLIGHT WELLS, OPENINGS, TYPICAL AS SHOWN ON PLAN. . 5.. PROVIDE DOUBLE HEADERS. AND TRIMMERS AT ALL, STAIR A'ND FLOOR OPENINGS AND UNDER ALL 'POSTS AND - �, . PARTITIONS RUNNING PARALLEL TO SAME. 6. ALL MTL. CONNECTORS, HURRICANE TIES, ,ETC. by 'SIMPSON! STRONG-TIE DR WN BY : LAB RATE: $Uy.I :24ws-. I L - . � 6. CROSS BRIDGING SHALL BE EITHER SOLID I:' x 3" WOOD OR ISga. METAL BRIDGING AT 8'-O" o.c: MAX., TYP. (U.O..N.), FOR ALL STRUCTURAL CONNECTIONS: i. ; 1. ALL HEADERS SHALL BE l2) 2"x8" MIN, IU.O,N.), .I . •` . - I .. L .I .. . 1 . I L + L f=L . . I I L 0 T FL A IN .. - . CHEL. ICKED D,4TFz 8: THE. TOP AND BOTTOM' EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". .. . . . I . : COMM. NO, Ot01IQ � V �* . . .1 Scale I"= 50'-O" L . 9. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE 'SIMPSON', 'TECO', OR APPROVED EQUAL FOR ALL FLUSH - STRUCTURAL CONNECTIONS. . I ALL INFORMATION SHOWN ANBOVE 15 FOR DIAGRAMMATIC PURPOSES : 10. ALL STRUCTURAL WOOD 'SHALL BE KEPT 2" MIN. BACK FROM MASONRY CHIMNEYS AND/OR FLUES AS PER ONLY, and IS TAKEN FROM IAN ACTUAL SURVEY by.JOSEPH A, INGEGNO; DRAWING NO. • LAND SURVEYORS. RIVERHIEAD. NY. DATED !�'iY"1�, 20Q1Z, . NYS BLDG, CODE. OWNER SHALL PROVIDE 5UIRVEY OF SUBJECT PARCEL, '�4. L � I IL . � . .L 11 I L ([, I L . L �, i . - '/- _ OF . , . I + . L . . L I . I � . ., . L � +.t �L L � ! I . � ), . ; .. 1i i - . _ . . .- .. , - .. - . irI . �� . . � .. � . � I � NO. REVISIONS DATE ISSUED FOR: BUILDINGPER"IT . • • ��1� • lfrr Cf1t:. i.r O O o 1C. I�i , r7t%GW L�i�� I Z . O ,1,4-vz -YA15 1 1 O O . 3" I O _ . . O O �: . : E 0 0 - - . _ 04.,.a�' _.._ ,i?, 47 �X 1 Jk-C� w a I �aG �-v �►'� 0 0 _ .__..... . �.. 19 - Ir.. ...-.._ _ I 1.. r+ 1 11 ' _ ... . . :. I 1 / - I Ir.. ' t 11 ' 1 t aJl 1 , , ,, : .__. _- .. .. ,. .. I�. V I i© '� ..D �S''. .: L�� Iro. - I r0 Y.N.. 1+� QIC .1' L' . _.. "O �►t. n O O _. 11110 2. . (�!I'4G.�.�E�r� X '� I !7: G - Thew Dra�np and Speallcetlona, as xutruments d service, L.. X !41 , - I TD pw,A1d reach the prapertg d MAGE RESPONSIVE DESIGN'ARCHITECTS. ' - . - I I = Gy;/ t✓ Unautharued ase. changes a 6dcatlon a sGrct pr ,ted unless I 1 :' I .. I ' I I , I -` - I "0 I-d RESPONSIVE i IS GN ARCHITECTS. _. ,. 1 '1 I i r I Y i InFnn�n shall dbegprlfA RESP - '� 'VT x:�l:GLrl�►�.: .2 x$..".G�iA..._ - - - ► I �. �'. !/A �• . ' ! . Llt�t 2'Z xjj Gt.,gr % _. . . .. -`- - - :. _ a _ _ ..... ,:_... f, _ . . -yx" h - _ _ Held fit andF quanfaGJ d Wak No aalaances�ahaq)6e aade , W. Q . 1 _ 11 ' Contractor ;, 2 x 6 - _' aie behdl�dathe Cantroctar (a arra a neglect an he rt • _.. -. __._ �A.- .. A _ pa ----- : -sI Is.; , 91 Id a -Y/ : ` `` .1 ^ Q1111� - ,�--T, - •� } A : '� o I ,� ln! f 0 SEAL �a. a ./ I '� I= -7 �; i 0 + A'r r , s 3. .r1j� c ''moi s. y - 'li. % _> I Al GLoCA •. v ",x / �!I `'q_ - W/" .�►G,� 1 © :'/a �� r I I I � j rEs /, \ 1!V4 _7%4",'wee LMA4izatF WM LI(s► X 4.:V�P Ml�I�II � I.4AM I c� . cv. I.AIa. '. 1. ie,i,CLl'� I J - � � �I .- � v b p, � . _ ._.__ ___ fir..I�GpCGC�.R�. iTyr.. cm po+J mV i, I.A&: c.' 'A .•r •i .h o i a !� i sIt e' . 1 •� . .is " k( • ;< ,, 02 O - - - _ _ L j i-IE�iI vto�v yah _ �.- I 7 1 I, �• ?� I 4T _ _ � -p Via;.D _ 1- + 11 5 11 i _ _ a ' jI , ._. �r_CtAy> .:'a,l> v 7 I ' t-i, _ _ . � Ila ' . I 10 rS, �2 a 2" (s,«'Gr.Ai 19,I "® ,i a '-ty I r i I ' .r� - ter- gip i �, � * * 7 ,. I . I T 2 I G, 0.4,.r t" L : . t . s, I .. ._ _ _ � T cA .° ..* I b c - -- _. , ,, a PROJ.ECt TITLE1. - t _� ;;7,v- 'd , I ::P►rcr. rte. . z pl r�N, ovr ` . _ . �, III `<. - ":. I~.�. ,. _."..- .... - ---- u } i_r t r .i. 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LON ISLAND.NEW YORK a .�>> : , . �,\ w` , '';a� �J , r. . � ;' 631.874.2142 . _ "'� .. - „9. �a �C! - �k Ih , y .4 \ �, .. '' < r BEANSTE IN BOULEVARD , - 9 , , < ', . i LEGEND t . Center Moriches ichosl 'NY 11934 . ' 1,1.�, r .: Q /' � �rnaoL ria1 _ DRAWING TITLE iiiI � + �'., ak;,qls . . - I - � . � � � � . � � � . � I � I � I . f ':,; • NEVI �'4 ''. x -` ' x I'-1U' DEEP P CONE. FOOTING N.0'•N.) 11 tt \ 4. - 1 _ eo, I - , � . > ., % I . " -1 111��-or' -4001 AV\ 1::::PL#*A o, -- C 1 . _ / qv&j EXISTM P. CON . FOUN1. DATION:WALL and 'P. CONC. to, � � I�, x 1,i4..& , 1_2�,*" e� " A\-F,,.......... rL-.,A - I . ��- 1!��.LF.'r , K'__ - - . � � Lo .. tFF4 . I— 1404s4 . � . ­ . . I + . I I I -1 -1 . . _. 1. . I ­ I.. ­ � . . +1 .., .. I ". � I I I -1 . - . � I �. � � � - . � . . I � a`♦•,\� , -� . 1 I � f�,�1. ,�. . , ` 'O, � . . . . s . �� ." - , I . � . I " -� ­ . � .. I. . I­ I I . i . 1 + � � I � � �1G Fi: Ys1."'.l''''" � . � SCALE AS NOTED- ;-- -r ' l . , , ✓ ,_*_ NEW 10 TNK P CONC I FQt�NDATION WALL wth-1 � , "�'�'"" P:CONC+'FOOTING (IINLLESS OTHERWISE NOTEDI , �. L.�. --\ ::- ,,� -- -- - 1. V6 " v. rrl- c tr l? hTR I� T�tO& . PR^Wf '�,st X 52 :,, - I � C�"IPItr,ttr � �•rlp �oU ,►� f 1 I l�h•. DRAWN BY LAB DATE: Mp►'r- 1 I. . �'°� .1 CHECKED DATE: ` \/lp EXISTING ' x #' WD. p�RAME GONSTRWCTtON TO REMAIN, �. I .� 4ui'�'IZIG '� 1Ca� ' g'1'E 5►# I/I�► .. . �� _ E CONSTRUCTION-30-:15E.uctl v 3- : ►4_; 416,A 1►1r_ -1 V 1 Iii tz�►n I T p t-� ?- 1 e.,&l I� t.4 R11 ou-r. - x'0_, _. "_ 1. COMM. NO. O _ _ EXISTING Z x 4 IUD. FFRAM STR ON:.TO.4E.REMO ED. . . �� s . . Gv , . 4.r -fr,O? ivie, Pcl. I- , PK Crl'p � P:Iz gy'-r � Iib �v �/0 X144 . l X z1 11rz�=1 t►-SPP. la;, ,�fi �al��� �� "" 'f NEW 3`'x 4" WD: FRAME? CONSTRUCTION.* K' oc.. T.TPICAL RAWING NO. - WITH, � P� U�'1L.1-�' /41�18- .- . - , D A) 3/9'.THK GYfP. Ba. 1rACH SIDE AT INTERIOR WALLS .. and Ill" THK WBD. FANELI:ING. EACH SIDE TO MATCI{ EXIST. _.:. .::.1�,LI. MI�rLl.1'+� /?.I I ply-ol�►�-('.�, by�IrRU�-�ol ,� ,i,c.�.t 5 (I O-Co28-3917) . I.b . I�ItbL Pxx IN's �A.I.I.F. b IZ- . - . 1 =..19 N ' + �I��+ +j"Id .rl�v►vlt sIM 0. ) 1/Z' THK 'CDS, 'PLY1000 SHEATHING d &, I�,f.6 h�{ _ I- v t�°- , - AT E7tTERIOFR WALL rf IZ-t3 BATt'1NSEIL. gra IZra .Ate!� a2t111zI:r�-t' `I� �.I � .,' . . �"-� I�1. RG�I%G'I\1 .. la1:Ut��!~I.ArI.LJ�-} d l'pL.lf. .� In*1 Ate. it �M�pV* . 4 _ ._- -. ... _-. _..� _.. _ . _..._._____ _- � . ,. . . I � . . � I � �: 1":.:1() . I r:. � .r . . - _ �r ,_ . REVISION NO. DATE 0 0 24'-0" 29'-I" 24,-4" 5�4 o o I r&il 9 14-Wo-z 0 0 0 0 4'-0" K'-O" L'-8' 39- 10" IL- on 3'- 10" 7- 9' 24.-4" I� - l , L'i �► .i, _� o 0 I' NEW 'CCA' WD. DECKr 5'-I" 51- 10" 5'= in EXIST. 'CCA' WD. STEPS m/ 3'-0" HIGH WD. HANDRAIL I�1— — — �I and RAILING �-A Ra= �f=M[�VFD RENTHEAINTHE PROPERTY dRAVANGS &W dIIMARESPONSIVE DESIATION&AS GN Ole SERVICE. TO MATCH EXISTING. TYPICAL — _ M6eCA LODUNAUTHORIZED USE.CHANGE'S,or PUBLICATION 13 STRICTLY PROHIBITED. II I UNLESS EXPRESSLY L APPROVED 6r WAGE RESPONSIVE DESIGN ARCHITECTS. INFRINGEMENTS SHALL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS ani DIMENSIONS. d SHALL BE RESPONSIBLE POR FIELD FIT OW QUANTITY of WORK. NO ALLOWANCE$SHALL BE MADE ON BEHALF OF THE CONTRACTOR LINE OF NEW CANOPY ABOVE y v, FOR ANY ERROR OR NEGLECT ON HIS PART; = V _ -�_-- — — — — — _ _. PROVIDE NEW .WD:RAILING-) SEAL - °D ALINE OF NEW ROOF ABOVE � '^�I, TO MATCH E . . 1 EXISTING DECK � +'� PGY'�G� v�tii3 E L _ _ : I-{ EXIST. L�j +�A "! w'tr7r-X. o1 02 a lop 2' lop NEW I I I I I ©� POSTED DOWN T OL, NEW I I I I I _FO<iND_,4TION-.WA -(2)...._ . . . . . A . _ 11 -vim :...._.._.. ::: . _.____ -�'1 $'�1lzRrr►._ _......0 OSET - = I I 11 EXIISTI.1 DEN 11 11 PROJECT TITLE '°`_b � .(,�.6�,t•. ;TiP- _ . .. �• co►�.wt��'_...•. � _: - .:. A 6 , r►y' LINE OF_BRG: . . «� �G tz 7. 'RID 1�1�0�/E W .L. _ 'JH VES ( I I ( 1 W h r�,A• . I SuLo. r �L -STORY'�- = IL— I � I � II NEW \/ I OR 2 4, Y • A+lo .:'11'1'Ic�J+•l.. F= ( N W ADDITION _ _ ITION X 3 — — ON. ( r._., EXISTINCx a LIVING ROOM X t G w I LID- __ ( NEW MASTER iBEDRC�OM I / — — — — I I 1 EXISTING STONE w �- NEW WOOD DECK /— ( 1 FIREPLACE z (NEW TEG OAK FLOORING TO MATCH) (I LM PL 5/4"x 4' 'CCA' DECKING ) // CA �. Z t7 1% ,,.2. ., D I I►1� I 12 I/2" THK. — w k. — T ._ O ALIGN I THERMAFIBER O _ = ( RESIDENCE i � � SOUND BATT IN ��`,�� - I EXISTING DECK --------� =-t=- I I ( I -� TO BE REMOVED___.___.- N Z I BOOKSHE0 ES v .0 d► O� 1 EXIST. - utI ( I I 1 I � cF .X� cF .x� 3 --•1•-1 I I -�- --r � ' ''= 1' 620 MEDAY AVENUE l O I WALL—MTD. 1/2 L (— L L r L +n z M A T T I T U C K Nl Y OC ' N E TMA5TEFO BE 5 LECT I w _ BATH I I 1 I ir cq x I meq. I AND HOWER I I 1 I WL O 31' HIGH PRA TO BE CLO. LOCATION MAP/KEY PLAN DESK 10 1 2 4 tC.T.) $ L TED L _ EXIST. L _ _ EXIST. SKYLIGHT W BCABIT N ABOVE. TYP. I ( RECEO'JRSEDD ' DIA. R.D. I DESK IN MED. CABOT. EW EXISTING BEDROOM #2 - I 9 ES ULE I (FORMERLY MASTER BEDROOM) DVO G .b 'v (2" DEEP x 24" HIGH 1 P 4' O" UPPER CAB T. (GARDE h• STORAG _ � R A9 W� ' CLO. O i 1 O � �y — — — — — — � 3 °°o CLO. 1 � �I • 2& O , w ,0 1 , IST. �.� 3 a°' $ .� T. KITC EM ATH EXIST. STUDY W \ s°ADDLE I i (FORMERLY BEDROOM tt2) C y 6 III NEW 4 --�-- .i� LAUNDRY y Com. ` ah r L. G.QL Ural rF F. > CHUTE ✓ 1 t �7 III TILT-Do1uN ° DXW D 1 �E,+kW+•Y� hIDYyE i u n EXISTING 2'-8" Doo�t 1 c,�„ 11 ,� W WIDE WD. STAIR -- ,O ' y 'c 1�,r - ° x TO .CELLAR m > • �A ;, x �,,� NEW REAR PORCH �, � � � EXIST. RE�4R PORCH , � - E3fIST. EXIST. (NEW 3/4" TEG WD. FLOORING TQ MATCH EXIST.) _ > i/2 WALL TO 1 (TEG WD. FLOORING) 2:. N 4 o o MATCH EXIST. WAGEREMBIWDFRON 3, 1I) zD' uc i I �r- ARCHITECTS OAK SA DLE 30 t�. �rh z Y HOT TUB / �``�t O O O� O Q © O O O BRICK AD C LO+G I LNU . NEW Yaw EL O 9 NEW 'CCA' WOOD X CEWM�fS NY 11 34 \ BENCH �i \ • PLATFORM and A—(�. EER61 V 60.LEVAM !_ �I'L EXISTING PORICH WINDOW WALL STEPS TO GRADE _ TO BE MODIFIED EM a TGlot arldtec �`bcne a "BCH. (C.T.) E EXHAUST VENT DRAWING TITLE \ TO FRESH AIR. s TYP. y9 I'-9" 5'-O" 5'-O" �" 5'-O"" '1" 4'-O" 1'-3 I'-L"I'- " 3'-I" '- 1'-L I'-3 4'-O" �" 5'-O" 'i" 5'-O" '1' 5'- O" L 1/2" 24'-I" % E�CISTING 0, 8O' DIA. fill. R.O. R:O. RA. R.O. R.O: R.O. R.O. RA. FIRST F L O O.R PLA N Q \ PRE-FAB FIREP ACE �-' APPLIANCE °� \• �. �LEC7ED O !�� i� O • FLUP S .B. 33'--1 1/2" 45'- 5" O S \ NEW AIDDITION EXISTING SCALE : 1/4"=1'-O" ' O o, \ O �„ E G E N D DRAWN by : LAB DATE,: MAY I. 2002 I �p gi 5yem DEKF§q l CHECKED bg : DATE. :. \ 3 y, •��' NEW ADDITION EXISTING HOUSE _ _ _ 3 $ O \�\O� EXISTING P. CONC. FOUNDATION WALL and P. CONC. COMM. NO. : 0101.1 FOOTING � � � � C, � � � �'+ � ( � G', � � � O O � - � � � �I � NEW 10' THK. P.CONC. FOUNDATION WALL Mth 20'x 10' DRAWING NO. aJ `.F �.J I �l ri; Cyt: P.CONC. FOOTING (UNLESS OTHERWISE NOTED) p �V Scale : I/4" = i'-O" EXISTINNG Y x 4' WD. FRAME CONSTRUCTION TO REMAIN. NEW 'CCA' WOOD T P PLATFORM and STEPS TO GRADE - - - EXISTING Z' x 4' WD. FRAME CONSTRUCTION TO BE REMOVED. O OF : NEW Y x 4'WD. FRAME CONSTRUCTION • IL' oc.. TYPICAL WITH' A) 3/8' THK GYP. BD. EACH SIDE AT INTERIOR MALLS WITH VY THK. WD. PANELLING TO MATCH EXISTING. (U.O.N.) B) 1/7 THK 'CDX' PLYWOOD ■ SHEATHING AT EXTERIOR WALL a/ R-13 BATT INSUL. --- -._ . ----.- ___ . ., . . . - -- ---- _ , . . . . . ---_ . _ . _.. .. .- . __...-. . . - - ... _. -- - - . . _. . _ - - --_ . _. . - _- . ___, -- _- •. ---... -------_-.. ___ . . - - - - ----- --- ----- _.. _. ___.- ---___,__ -- --. __.. _. • - NO. REVISIONS DATE f ISSUED FOR: I- ! BUILDING PERMIT ----- . (� I I•+k Q.G . 1 - -1 •}''►;► �., ��., per... �'P x .Yq, k. 4 v. p ,s wmar9. y r fir �f ►a l �-I i o 0 . _.___.-_---._ ....... _. .._....._ _. tA _ _ ._. _ : _-_ _ , _ _ _. _.___:_ _ _---.__ % . rr'-x�. --..._...... ., i k x ,.. . 06 1 *(M 11 I .-. pt 0 �,1.,� x - OF 1. ,- �r __ - � w �I - T •, .._' `�Ik, �X PLYvdDvt�'� -r1 Gty (t-1 �f Hk � i ' � r - - w I ._._ -..._ Iz fi ) I _..!�{� fil lacGs-w -2 x Gv �,'� -_ } �041L•. . _.. l ? M • ._ '4•. _ `rP� Gt.. T,'1'P: ' ,?t lh i 5# - � --- .%. ; ;IJ IAIIt•Ity `� o 0 r!!._�'� 'a_ �a. e su . _! 'v r C?' - -IC :1.4 . 4 r _ T - ------ -_ -- - ` _,... Z. '�. _ _ I-�f�n/�. F!P-+uso,-1 ter- -I S'Ll ' ` �^ -- / ; 11 �r: - lv'._ - - -' - Vt_ �O ;b; 5 t�i,lE't4- o 0 r ter- � - AjL1 _-t3�► a 14': mo - _. L11 wrs. �a� Ma�bd�. . ,{ Ir 2 )c a 51b'. _ . _ • �$Y0,�► �y1 .� i IG.. d4co __...-- _; .. 9 p q .r �� ..._� -i , 2 � �, These Draeungs and SpeuGcaUans, as instruments of service, remain the property of IMAGE RESPONSIVE DESIGN ARCHITECTS. . ..---'--------____---.__ . - . . 11 1. - - gp e ha d changes RESPONSIVE DESIGN ARCHITECTS. r nau ue use, c an es a 6 I � I � iP. fzj� a . , I I . - m i s .�I •�N(-j�'t ''''\1 l- �J1 In[mgmenais shalldbeyprosecuted.Eat • � _ . •'� ` - publication Is stntll rolaMted unless le . _.-._ ._ .- - -- - = . . -�\. ._-__ ! ! �, _..:___I '";? s�.:.ft�r:' (:.: : - a, e ; - Contractor shall ven(y all (Kid conditions.acid dwlenslons and shag be �ICa Vit" 5 ff �,VN©.i ?GI I __-_.- _ ... .- _. ._. __ `: f >ir; 3"j. J _ .. respons�le (a field (d and quantatg of Work. No allowances shall be made _. .._: _ _,_.._. __ _ _ 'l:^ 2";��j�" ,J��+ rej f ' ly-,_._ p'`��'(• I on behalf of the Contractor fa an error a ne d an'Iss 1. . . - . Y - _-----_- -'- --.... - -'--.__....._._.._ - _ f g oc p� ..__ _ tl..(Pi r1aI�I b ,_4Vtr� - - ICvI'� ,!i i �(� s i► . . 1- ,'Z�� x!p II `GG / ,� rl ,_ --'--_ ___ -._ � -:I�. it i > Xt �.._ r�l� �r.�11.i�l rloa� SEA!_ - . ` --- Vie: v-�/S it.�i � I _ If I':. .2„ 11 �� r� _-� _. .._ ., r . _----_ . l , ,, -._-_ �__ .:_-: ... - . 2= ��© �R 1 �; `� ;, 4 I .. . - - " - ,� � ,- 4 - _ _ el _ . - . , ,{ ,tom ��� � . . r� + - _ _ T - J - - /,/,,����', • _ - . �y�� - . , - � .. I - 'n' • I - ... - - _ .�-+^,.ry_*t .G.F�7 ►. ^'�� i - ( i 4 .r�� 1�aG2 -a� : . �f - 111 . �. _ .� - I ` . I • - . . { r o y nF F3�'�� � I I � I I � � . � I . �' - � I . .: � - r - - dp•.� I .! . . - . I I .. . � � �I - . . I .�, I - .. _ , T r I ­ ,� . I_ . A .� I � S^-Z,� -0� � _. � . . i � �.� I � . � . a : .. . ��_ , , 1 . - ___._-- . PROJECT TITLE f� .4,% , � ' .�. ti .ICP. .� p • • �� ----- .G ' . I _ 40l Tipp, wp, 1�1�ld,440 -2 : r . I. I 11 � I . I� . � � ,. .4 � �- . ': -1 , _V NEW ONE - STORY �� ; I . • . . . � , � � . � . � � . I I , � I I ., I ­­ _0- '19�_ . �_ ___ � . . . , 01 . � ­ I .1 - d •• �, w . .1 I ­ , _�: - - - . . .. ! � •I, t-1 r�. till / ;�NN� R c I �spl frr�. 5 x.. 2��.Q . u. f.or�G'' Id , , a G ._ I :W _ L ,; AD , ITION r 'F..r" 0� .. _ d ,kC' Irl O !Gr It�fCA �r ik.l ..�i� . I I � . 1. .� _. . -I � :... I � .- &_ � - , . I I . � Ii � 11 , - . .. ! . I � . . ­ I J� . I 11 - _­ I - I . I �� . I WI � .1.- I :9 I I � . - . � dt the � I �4 .0 •i - 'ft I -_ L_ � I ' ..�� +r''�I. �-r .p s.'_Z1,4 r_✓ 9 � ! `l ., . . . - 1-- � I,"4 � �!1/ ^G,-.! (l �,. �r, � . :_ I I , " .. ; ---- -'- ,4. e - ,�. .1. � , .74�.�.� ­.;­­� I 1 a i I � v / 1I��� i- � . ,." s' . 0. -1 - - I 140' .-� I � �� ,� :iDV )x. Cp:.tH� o�L+�, Yapvtz.. ,� - I � : I .- . --�".wy � . V 01I I . . . 1 � I I I I �OY P ©- L- � . • ` � � __ .. . 4 Wer. Cc�w .11 - �Qo ---_...--....-.......r,.,..--..-...-..-. _ _ -- --1.0.. ­ � . . � . I I ( I . � I I 1. � " � � __ , - : . RESIDENCE h11 zr . � I. I !: , , ­ � 41 _>t ;r�t64 , .1, . I L I i" � � � -10 n � . . . Yy � - Q w ,,� V E :: _�., ><E� USI IvprC I�r } . " _ - a ,� r . . 1 . - 41 _ D Y AVENUE . , • • a. .. t • ��+/'' . p. . ,u o - .. , . . , �; �-U i"t,4TTITUCK NY . _� , • 6• o"!t _ 0 -sk ,1�1 - 1. . /1 - 7 �. c s' Lr. �. ,. '�f.. y tv.11 P , j :- - ._ - M - <..�.... O:CAThON MAP/KEY PLAN` L10 _ i` _ r •! - - ...� � I . � �- � ilk �� �!! \\ �Vot.� f�� � �I �: . �. (`. ♦� ._ _ ' ' - am ,(�, ,, �' '� ���. {` 1 ..r,rr .r�� q •� j�/'Y, ��jil I � 4 ., 1. � � -1 1 I ..':'n - I ,� � I I . , � . . ­ 0 1 2�Nlm ­ . � P 1'.� , f • ..-_..___._.. _.__ - : 1 * . G ( '. L- - w t. � . r . � -- . .-.. __.-.______--_.1__.. -- �,- i 4 tom:-:.F•p ` :.�#-­- ��� . . .1 �,,,t E t� . .. �, ,. „�,, �� � . � � � I . ,� � I � I � � � . � �. � - . �. � . r. W wn�. + 11 - .... _, --,, .. 11 -. � *rte �' � I . I � � .--. I - - . . 1 � �� 1 r . ' 11.___ _.­_­__­___..__ I ___ I � ::a ---P_ , . I . . - � � ­ ­ - . � I I I ��� I . .--•. _ .� �44 - ;1!�,21J . _��.. ,1.� ...-.- - +,.:. . - . - - - . . - --- - - -- _ - -._.._.._.- . _­ - ­­_-.-- 1-1.-_-_­_ ­ I ——-1. -;- I - ­_ ­ ­ . � . � I - I oe � . . � � I _. � .I - ..-I L.0, .11 � � � . . , P . � . �. . . I . - ___­__-_.-1, ". -'-7 ':*-'loo7ol_ 2. I _010 , , _­­ - I I .�� I � � � +. . 47e , __ - w - � - ­ .- 11 I- I . ­­ � I, I _._ _ ­­­­­_... � !-- - -­ . 1. . .� �_ , I . . + � ---­,_�­ ­­__ - I � - ,1 --,----..-- !I., �,11` 42 - . - � . __ __ , � ,V_17- �___O__ � , : ' &___4�_ r I I _. ­ .1 __ I— __ __ - \... iI�' , , _ �;­� ,0�;_ � 11 1�- - I _�­1­1�4 -- .._. _ .. .. -_ _ _L- � _oe e.-T ....... .. . . .. _-� ;7 _I I I � I . I I I I � . . � � �: � . I . � . . It . -- - . ., . - I � � - , _ m. � �_ � + , - _.__. 4 I I- 7. i - - - .. ad. �� •�I lam, - -- -1-p sc�-fid I' .,-i .1 T 4 . .: l Iii . l � �.% . T._ . . . . �,�f __ . . -/ - A I<L.: h a� 'W 1 I .:. I tai .^ .t _.__ l __..__ . o . , T - " 404-._ 1 I � � I . I , I -- _ �x - "''X�i, �, MAGE RESPONSIVE DESIGN ' . ; . I1. ARCHITECTS _ - � -. , , '-( w'�M-.: . ,fir dap I ,;.� �__. ._. - .. - 'fir -, - ._ V _ 40NG':1.SLANC?;,NEIN.11 YORK _ _ 631. 874. 2142 __ . -. . - i e, m ti, 0I 17 ..- -- Tot'-T'. off• I 11 � t\,-1W+ w�rpA v BERNSTEIN BOULEVARD . - CI rl ►l,l. W; . . .. . :_ �I- . 1� 5"1-(i - - - . , 11 DRAW NG TITLE . - .� . I . I % o . _ t . 1 I . I � . 1. . =- . � � i,r. � - �'�'q- I � � � � :- I. ;I -A�>� ­01 1: . =1. r. _ '' ISECTIONS I I - . . � I ,I+I I I � . I � . I � I . I ! � I � � . - � � I �� - .� _ ' i � � I � � � . .- I ,�. � � I � I . � . . � I � . . . � I � � ' :. � . � . � I - ­+_ _:- I� ,, � � �, , . - _-im _ K . 'Z�'X ``.GjIs and DETAfLS. . � .�. �I . 1­ � I I . ' . �•'� a �� - . : :_. - S SALE AS NOTED _- a .I7 . •- .: _ r, � r1 4 - __ ___. ___._ DRAWN BY : LAB DATE:'t�J� t: 2 - - _.Wt �ter �ii!1"'c.lZl#�-� t� _ DK$1 '� ' ��A/1 pis . W Pll 4 l;),- a, i iAll7r 4' f l CHECKED DATE: - d-Mme: Gt I. ..1N!' . 1". 'i - _ -�ry OC Iia I� o . _: 1rLi `�:i 1't T . . M I - �/'�4A.* - COMM. NO. : 0101.1 ` _ ^ _ -el '- : -DRAWING NO . f. ' - - - �`� , - , . 1� ►.� , . . - � t III . ., DU N.tJ •�l.... LL. :_ . y ��4 C " l .� ... �, _ -_ -' � - . ..- ., . -. i. a �. �4rZ- 17�-�.ti -..__._._ . ... ._ ..... _ .,.., .. .. - fh, f 4 I r, . . . . .. _,-. . . .. . ..... (0: _..-_ _ < .. _.. -. ... -- .._.. . . -.--.. . -_. r r - ' s• .. .. .. . . _ - . � . . . .. � . .. . .. . . . . ._ .._ .: _ _ _ . . NO. REVISIONS DATE • ., - ISSUED FOR. . IBUILDING PERMIT o D REVIEW. I - ` , . T `":�sp�•�►L.r 51.1 INd'I,� ����5'� r:�l- txl�'Ti �' -...-.- - :_ .__. _^ .. .__ . o o _ - i�JI'f�l'a �Izl EFs� � 'I'ff1� • rJ+rlGlz '��' r3l.r�s• .�ty�or. 4P1 r PA-P— , " ,_�.. ---- ._ •-,,- - -- - _ - - - - - _. ...= __.:.:-: =;'�`+1�t �l.�la� 'n•1'�I�►�1-�• j o o �'z •,1'H,c; :��x.. �_I.r`rvVG�.-5�.:�� I Ca _ I ... : ___::_� ��cxfi-rt�ta t Elzt�-,av6r.`�t�r 2 / - _ �_NC IZ yl ..G.��YP I�i �; �2 � _ ,�i.:�:-a1•�dJ;t: - :::: . .::. .:.-'...__.� __. . .,._:2;�:1'µK. i - � ••.� CSR � _.. - ����_. 1 I - rL/r��jq rs , --�. - :.:�-@��-; : - - � ! ' ��` .. 12 �'.. -. These Drawings and SpenftcaGons, as instruments of service, - - i . ---�"'' '+ r - - --� - remain the r rt of IMAGE RESPONSIVE DESIGN ARCHITECTS. I� .�t�' _) 1 ; ? :_�Y._._ PWS 9 � r,,,.,r.•---•'-° � - -`- - � : ��` � -� l-�" .�' i(�Wl loin o � - : ... . . ' � rte- - _ Sy"L'• �M. � Unauthaaed use, changes or publication is strtcllg prohrbded unless -- � expressly approved (MAGE RESPONSIVE D iGN ARCHITECTS. Infringements shall be prosecuted. - _„�, „- �. ,f ,. � u - � � _ . y - --1- �""'� � ,r, "f'� _ ;_Y�✓�:��. Contracts shall verif all field conditions and dmlensions, and shall be _... W;l_._ . 3/$.._ IG, f3`{.. .....-:... � ' .. _ .. _ �. responsible for Field fit and quantity of Work. No allowances shall,be made '�' P._�N1 r-: on behalf of the Contractor for any error or neglect on his part:: ..� _ � ,_ i a _ _ M Ft' ;rYP r" u _. „ -- -.. .:.. , � - � �- � _.��: I i jr'k'("��f.Pv 'i.?v1j•1 5'rj�l r� h� , - p _ �_ .. .::�, . .. .. A `,w � 1 ICK v�p w! �.so : ,.. ar,_.. --•---•-� I „.... ,tic ' �/�le �� _. � - -_ - �,,r t '2-O �k G� PL`NJ� Over, - _ t � . _.•.,.,.� ... .{�i'Ni .. ..: , ,�ct1�T..-?.. 17: I .F}� �'L�+ 1 M c! ��AU i I Cs h v ._.i.... .::,..d�l�t>, .. :M!�i'G"i•�,- -1�fi'r�Cs��'��1�"8 v �N'• _,.�� .- V ,. . ,�, - � Aq , _�i%. T r� o , I�• SIJ L r� � ` 1 , ..., x t7r Q►{21 I - ,.'. t I �� .t41rJl> , .V - ...�'�'.lox, ..'�' /. ,-.. ..� . b - �- �4T`: :t[� a-c 'fi^t'P• of�aoa . � 13 •1 ' Q •. - i N .. a, - 1 ': - Wt9D.t� .hl►'� _ u 1 T , r <` .. �3j k Fj MtiGf�,�Ll�► 1.vL .; _ .. F f�� : :, _ .. r2 vJt►�E W i+� -- , i t: 'O M 1�, I I 1"�iPru►lt� S, _..,,_._. -' � t+tgGt,3 � — .. te PROJECT TITLE a�w�( .Pyr ;fid 1{.• - 11 }}mow-��' k' v - . IZ Ira 44 ,13i 0, _� _ .. . -� 2*.. F 00 o NEW FIR5T Lr t IJ i -v' t • f r►//�:1r NJ w. �.S./I � ,mss" '� } -ii• � lea - �._..l , .o I ::-. _. ..- "`�`1~� -. vYr�' -:�':Mott; at t h .. IADDITION , T 5Na � DR ts+�trr� IZ �) .�4. � •. . pC►Yr�nl�7i�` _ 1!.> �(�KL�%V '`•�t �Yp:� '�; � �"`,) � r ' mil ". CAMPBELL t�,,• q-�,� _ s�: 1 �-!� "� � 'TAW 0,cw,l .PR+��I�, TYP. . 1�1 1 ��o* �1 RESIDEN, • -CE twx'74� '7- , '�r f �fiGNr�•(�'�t t-�1'�.M Pr GSA L" _ - f s' ' � � ,� - � ," �20 i"1EDAY AVENUE . : , r .r TfT _ { r _ , • Y .. , tQr1. G•G...�rN+" .. K�. : '.. LOCATION MAP/KEY PLAN' , F I r�t�.t9. W� - .. ` ; - - - - I � ---' - ._.Ir - lf - iz It y . . r r - ► i .�J�!•I�Iz-, ._ . ��+ V; w tom. tl , , _ �.i �-r.Y�P L r _ . � - � _ -�I�i"ate. , 4�— ol '*/ ,I' : - .. .- • - ! tr ( IMAGE RESPONSIVE DESIGN ' ARCHITECTS - ? �' � 12 . 1 tiah� 2,��. , 4 I , i r � ; � _ �. , - {�."� X�, _ LONG 1 SLAND.NEW YORK .. ��.. �j 631. $. „ '7 4. 2 2 • --. ._ ._ IT lax.. N1 �' - -: _ ,- ---......_ - _ ---- +►moi _ - :. .,,,.. _ _ -- _. ... . - BERNSTEIN .BOULEVARD ' I ;TCENTER' 1 HES IVY 11934 WMT L3RAWiNG TITLE .. 'tom 'fes . ; - 00 , , •r i _ :.. ., - _ �.- - +�R. LTJ � - � r W. , i - - - - ., SECTION .. � .. ". . : "'`5�'' . � " '• --=� �a�TY : _:�a�. Fra .ter#:._ . , tet' - • . �� . � tl+. . a . t L DETAILS • ._.�_:.�..,. �- .:� :.{i �� Jt� .G• IZIM .!v 1 ��l�r.. : 1 � r �r �V _ D _I. � v __ �,_M•tL o�Y ,orp,� I SCALE r± N .:_ o..,- G IrX� ► ��. - t;�'' LAB - DATE:__ f {t � n t'JA`f i _ ' a i .. ,atp : . _ I ::�• t ,,:. -la � •y, I DRAWN BY ;.. - - �• .'> ,�L� � 6 : tai L. KED ATE•' HEC D VJ� fz Ipa°►TY'1�t1�.y : ��,' '� i<-. pl,�tWvEtp_. ��"�,��W'. � � �� A COMM. NO. .OlOt.i , a l r �i ?'�'i' au 0"00 O' -_. - h_ ,, v��.lZ-i'�7!;twt fl•I� :�� 'r� - ._._._. -. . fib. ., .._. � ' _ _ ��.I ...� - Vw,w/.r�t.._�CIZ � MIL, va I ►� ,. :> - �dll�i>•}Q%L�""----- - •w - - - - - - t�L�•. t'vR..; '�p:�. _ . •tZk:2i.2� ._ DRAWING NO. 4 v Irx -U- a i d: .. .,. ..„ • ..' �. I �� .4� i _�'• �1 p ��✓� - moi.✓•.,-�•,'A._ _ " Ul�i�v�lr�ts� ... � - e +7r� '�. t I NO, REVISIONS DATE u - ISSUED FOR: . BUILDING PERMIT . p' p REVIEW , . 1 O O . . r - , - O O � p p -. O O O O . . : _ These Drawings and Spenflcabons, as atrunellts of service. . reemn the propertg of MAGE RESPONSIVE DESIGN ARCHITECTS. . . Unauthorized use, changes a publication m stns, probblted unIm . ellpres* approved bg IMAGE RESPONSIVE DESIGN ARCHITECTS. t . In rngenents shay be prosecuted. . 4 &" -� p I� Cont tfaer shall ver`L.ag field9 ondlt�ns� oris, and idle made - - R Fa Field nd Nonallalmlces shat e �. - _ . W Pr%WiW T' ..... ' on behalf aF the Contracts fs any errs.a negkcan his pert i - � _ . II I !�-dl. pad� -A'4 ..Q M,Srr-+-�. iX?5.'�'. Tr....; (fir . vel/ x �Jtl f}=,.�t�61�s G►#IMi 5;F rl, IEAL . . -. _ ,�"`'Vt D q . i f,r "� ! _� .:. s -- . `- _ I 1. __ }��y - -- - p � I I Ej , ., 7 1~ A . . :. 'r . , I , j _..._l� ..P-L # .._z-- -._. .._ ._..........._. .. ........ . .i l we }M1 i i + - f -5 19802 ' . AWW - _ ... _:: _ 1 ^§=tom a .,:�-,-�•�^�•, exp 1 r '�'•'�" V �.y. . .,,.r..-. - - d r . t #r y ; 7 ..72 i _ tkP•L. 1 -t ."5" - s . �, e :I, . __. -- : _ _7. d F777,7 _n` �- �L !r -i f d, - --- _ __- _. .. w w� - _ :1 a �... : ._ 'I - : u. : - jk-je PROJECT TITLE _� - .. :::��4. , __.. ._ __-.- ry � ., �ti, �XI4 ' i �'lr0 ;' - 11 I 1 ; i . i ` I � . 11 P ; t. 1 / , 3 i 1 I f - 3 I � t rr I i 7'r f 1 �} I I T i.. f ! l +A l i ^vl /. ...... .- f ii NEW f- i I . , � ,.� III I, L, - _ i � � , • '+ i . i i it ` ONE- STORY . i . . I A ,. rl __ E , _ _ - J c --- _ � � . j. -_-i �..�+� I•oG► ire �I��.. ^� �a �. 1� I �i� . . e � � . Il4p 1.1�_IZAPIP I x - ADDITION . . . . _ . at the, . -14 . � �� I .. Q . � - - I , I' 3.Z. � �._ _ I .. - ..'---�- -t< ::�r; see. Imt4C� L k I :14- I --, � � I I I � � . I � � I I I - . . �:�.'4 �' mp---- =Nz. 7 , . .- _. . . �' 1 : - � �. _. . U[ dLT � ci . , . L . .1 .." I . � � ­' . I - � '_ ­ � - . - I I I � ... „i . 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G,. �• +-l�-y �vcv�*, �.m� _ . ;'`` ._.._: -�c r I�;�Iz sl,�,� 1-i i -f{•plv� 4"'r 9._.r��-6-.5 . _. �9.: _ QF-' ,.-� - a y . ~'"° .. - -�, �.-_ _ - - _- - ---_._. _.. __ _-, Mattftuck NY �- i 1 IA �.. ll - - -- T' i ;--� _, - _ _- _ . -_ _ _ . . I ...- _ .... 1 �--�- - �- -� LOCATION MAP/KEY PLAN 1-� IN _ ._._ - .�.._.... ,. :-.----- __r_- _._ 1. ,,,` 1 " __.,ol X Ili _ _ _ I � �'. . � � � I I .1 � . I I � ­ . .,. I . -_. 1 . 1-1 . I . ..�l 1�': . .,��.� . � � "', . . I ,� I I � - � .'1:��O' \/",-I!!�T.l - . . ­ .I � ­ 1. � . LOOO V [ 0 I I . . I . . . � . I i � I �. . � : P . . , _A �M4 . 1 . �.. . . I — " . . 6V 1 I � I I I I I � I I . ' '. � � � � 11.1 � � I � I I . - rr . . 1. I I . � I � . . _. . � � - -_ ----! ---1-.--..-...I w�1` �.I�: X401149 4e7 ., V1' Trio . �I J�c�GIS . (- ItLa �'IZ 1 .,.. J. I.1 /41..L�c�'ltJt-} _. _ Int I lfl,)' � -.__1�I•�, AIR-ftr I vP' �I" . . - . . - . - .. 12 . . 12 R HI E TS ' ' _- , �--- - �,;I ' {p __ _. ras�► � . ...w�. _ ..._. - . . ... -- _._,._. _ -___.___ - *7:7 ;� c�,1r�v I _.__..._- _ __-w_-_ _ __ _ _ _ _ ____-__. __ __ __ _ . T _ ___ __. _ ___.__.__..._ . . _ _V_� -_ - - - _ - _ . � �_._ _�_. . _ . _ -- _ _ _ _.. ._ . -. ... - ..y.,.... -. - ... _ ._ _. -� .. _. - 1. __,..--, . X I_. . _ _ ___ - -- _- _ _ __ 1. . � -- -- ^� -� T--.---��..._.w= _�T _- _ - LONG ISLAND.NEW YORK __-,. - - _ .. 1. .11.1. -11.1 I :i= - I i. I � % ��� _.-- _ 631.874.2142 11 I ___-.. - ---- __..._. _ �_ _..__ �i& -. . BOULEVARD ,.. - V 9 _�. 1 _ . ----� . f .. �� Cso erEMorichea 11934 ., .. _ _ . a rt - - ; , Hwy i -I'n. 0 • TITLE . h -- r,�/ l _"I - -I . , iL:1�_- ,._ % 1 i i -' DRAWING L I _. __ - - 1:- __ - :. ,._... z - _ _ _ li. ___ -- _ _ _ - - - _ - - - ____ _ L 11 11 ___ .� ( --- _ _ . - _ - ' . + . I .10 j'41ji%4 m . �- -- ____- --7---.-----.,---,------.---------.----- r a..7 � , _:-A - =a - . - ­ .. �� ' L ' * . . .. . .I I_ �. I � L - I . " _ _ - . �? Ca ___, ___ SCALE AS NOTED . „� Axl � _- � I - _ • i - _. �.. _ I I L.w I _ L . i % . . DRAWN BY LAB DATE: ?.voZ �..� 1. / ' I i , - I -- ., __. ___� -� ; .. .._ - ___ .4- . I ( I 1 F I - _ � _' ___ CHECKED DATE: II ✓ 2: r I ___.� _ _. _ i i _ , L _ .. _ �- -j- _ �.. r{ ---i- - .�_-� '• '`� . . COMM. NO. 0101 6 _w; �V. .w12,��,,� 12": p oor1G... Grt� �vv�-I*�1�s• ! 21.. 5 L. N � t�G, gat, L . . . �- I I _ _ _. DRAWING NO. . _ _._ _. - . ... -�._ - ._... . . . _...._- -..- . .. -- T ` _. �. _r__ �.: . �� . . ' • . - . . . . - . . - .- _ . 1. 1. 4 . . L I'll ��" L,. . ­rt� L: I'.��.�r' - . . L" Lt:::��- ' ' t� + X ---­ ,- '' `' - I ', _ ��.� „_ aFP " I - - __+ &�A Ave Uems.. . � L 41_)W__' * - , 1. �r � , . . . , . . NO. REVISIONS DATE ISSUED FOR; BUILDING PERMIT p p REVIEW - i 0 0 _ o 0 GL 6* I r o 0 . � d � yfyt�• �LttE o 0 o 0 o Thew Drauuigs and SpecdKatio as nutrualents of aervKe, remora► the prOertg d IMAGERESPONSIVE DESIGN ARCHTECTS. Ilnauthonred use. changes or publication is anctly prohibited unless C*resslg approved bg !MAGE RESPONSIVE DESIGN ARCHITECTS. ! Inrfr menta shall he osecuted.� W ' Contractor shag vent all Geld conditand d�erinm and shag be responsible For Geld Gi wns andquantity d Work. No agounnces shill be mode on behalf d the Contractor for ang error or neglect an lu.part. n f tib - £ L SEAL . J Vt. � olsao2 04 / . 4---4 SOF N��y , tr PROJECT TITLE • j � i��nl:- I�sAti1�- 1 . NEW ONE-STORY IADDITION . • . ,�� �. - at the, s CAMPBELL _. _ _._ _ RESIDENCE g Avenue _ 620 Meda vena Mattltuck NY WINDOW S C H E. ID-U L E - LOCATION MAP/KEY PLAN LABEL . MANUF. TYPE MODEL No. ROUGH OPENING HD. HGT. HEADER REMARKS A Andersen GLIDING G54 5'-O"'x 4'-0" V.I.F. COLOR: Forest Green G44 4'-O"'x 4'-0 V.I.F. COLOR: Forest Green . B Andersen 'GLIDING V.I.F ' C Andersen OVAL OVL2030 2'-0 1/2"'x 2'-0 1/2" 6'-8" COLOR: Forest Green D Andersen AWNING AN31 3'-0 1/2'"x I'-9" 6'-8" COLOR: Forest Green E Andersen GLIDING G55 5'-O")x 5'-O" G'-$" COLOR: Forest Green F Andersen CASEMENT CW 14 T-4 1/8"'x 4'-0 1/2" 6'—{{" PROVIDE SILL HINGE CONTROL BRACKE HDWR. COLOR: Forest Green G Andersen PICTURE P4040 4'-0 1/2")x 4'-0 1/2" 6'=11" COLOR: Forest .Green H Andersen AWNING A21 X-0 5/8""x 2'-0 6/8" 6'-II" COLOR: Forest Green ]MAGE MONSIVE DESIGN PROVIDE .SILL HINGE CONTROL BRACK ARCHITECTS J Andersen CASEMENT CW 135 2'-4 1/8"!x 3'-5 3/8" b'-8° HDWR. COLOR: Forest Green PROVIDE WEB STIFFENERS AT POSTED —� K Andersen GLIDING DOOR FWG 60411 R 6'-O"ix C-II 6`-il" W IOx 19 st1 BEARING RIDGE LOCATION L Andersen GLIDING DOOR FWG 6068 L 6'-O")x 6'-8" 6'-8" COLOR: Forest Green M Andersen GLIDING DOOR FWG 33485 3'-2 3./4'x V-8" 6'-8" STATIONARY PANEL/COLOR: Forest Green LONG ISl_AND.NE,W YORK N Andersen HINGED DOOR FWH 3148AL 3'-1"x 66'-s" 41-8" w/INSECT SCREEN / COLOR:' Forest Green 631.874.2142 BERNSTEIN BOULEVARD DOOR S C H E IDu L E Center Moriches W 11934 No. TYPE SIZE MATERIAL FINISH REMARKS DRAWING TITLE CI EXT. SWINGING 31-0 ix 6'-8" WD. FULL WEATHERSTRIPPING OIL STAIN LOCK HDWR. w/ DEA DBOLT. I EXT. SWINGING 2-8"x 6'-6" WD. OIL STAIN CUSTOM TO MATCH EXISTING -- . ri - 2 EXT. DUTCH " WD: OIL STAIN FULL WEATHERSTRIPPING and LOCK HDWR. Le 3-O x 6 -8 'MORGAN' MDT-20. MOB-13 SCALE AS NOTED 3 EXT. DUTCH WD. OIL STAIN FULL WEATHERSTRIPPING and LOCK HDWR. 3-D x 6 —$ 'MORGAN' MDT-20. MDB-13 TO MATCH EXISTING DRAWN BY LAB DATE; _MAY 1 2002 4 INT. SWINGING 2'-6"x 6'-8" WD. OIL STAIN PASSAGE LOCK and SPRING HINGE CHECKED DATE; .5 INT. SWINGING 3'-O"x 6'-8" WD. OIL STAIN TO MATCH EXISTING w/DIAMOND VISION PANEL%PA55AGE LOCK and SPRING HINGE COMM. NO. ; 0101.1 TO MATCH EXISTING `7 ;u. INT:"°'SWINGING 2'-6"x 6'-8" WD. OIL STAIN PASSAGE LOCK and SPRING HINGE INT. SWINGING 2'-4"x 6'-8" WD. OIL STAIN TO MATCH EXISTING PRIVACY LOCK and SPRING HINGE DRAWING NO. 8 INT. SWINGING 2'-4"x 6'-8" WD. OIL STAIN TO MATCH EXISTING PASSAGE LOCK and SPRING HINGE q INT. SWINGING 3'-O"x 6'-8" WD. OIL STAIN EXISTING DOOR PROVIDED by OWNER PA55AGE LOCK and SPRING HINGE 0 OF NOTE: ALL -DECORATIVE HARDWARE TO MATCH EXISTING, PROVIDED by OWNER, INSTALLED -by G.C. , f DOOR No. 3 SHALL BE MODIFIED TO INCLUDE PRE-FAB DOG DOOR AS SELECTED by OWNER ir } ". I I � � I I � I I . I �r - 1. ' I � - � 1- _K; p�� LLtih w(7. G�t.I,lr#l.9 �, w/I"x I" wl . w6ri4107 Ar11rf1Pi40Tr*r_ : NO, REVISIONS DATE . I {{ ISSUED FOR: . WaOV .•l21 ire!; hT 4 t7-ry m rG4. k lm-1 - . .- . ' - -..,.. .,.. I O REVIEW PERMIT Woor? - - t�MATG } :�X.l O . Iii � �� I� wo, ,, , . I A t _ 6' 11/I— i MDJ_.. . .. to qr0 � -_ . . 11 I v)_ I _ _. O O ' / ' _ . - -.�.._,__,_ I o 0 1 i � x 11�(� - - i ' 1E3rYr� P. (s",T„ �,,r'rF'- 1 O . - - wrap-6Wl�� 40, � i o I - . I 11 O O . ! 11 X . �gz�-LA&4, I ( - L - - -z t fl , T� s 1. Z� � - .1 � � . I I . $ - . 1 Wpc4 � These Drawings and S �iX�G! (j, Ci `�� (p M pSpecifications, as,instruments of service, �. Q �. .+ A ��.. �E1 1 .: r an the property or IMAGE RESPONSIVE DESIGN-ARCHITECTS, • T 0 I O Yi."I; w, I/ p b " rem - �iy v�kLI�' O j�rf I I. �a SPONS DESI �1! � ` �"�'"r '(O�( 1i _ Unauthorized use, ages a publKatan �a_stnctl roh ted unless - Fl ha d changes I _ e>�ressiy approved.by IMAGE RE IVE GN ARCHITECTS I 'LX �A � f, s Infringements I be f _ fi ri�i {[� �/�/ 13 - riga prosecuted , � tom- w _I _ I _ z,ov�:m--.m,-a 1 '.- - __-_---.. _._ _ __M __ - �" j t I -L - - Contra hall verify all fold conditions and dmknsons and shall he , \ t- . . -- -.. . �, _ _ ! respons�bk for field fit and quantity or Work No allouannces shay be made ,n �/ - on behplf of the Contractor for any errs a neglect an las part r- x 1 ` . . ,P (G 0I QV � a, \ GVWf.F A 'a4vd A� i � ' I _ _ (�5 SEALINO 1 � } G` ` _ . 1P 11 L} - ` N Q izt�I —_ _ — --_ - ----- �. :`..--- `-' _-_-- - - --�:�__ -- -- / !/L'S1!i�lh `c14� A qct f I f , - . -.-,. \ � � . I - r`' N M�TG _ _-1 A I . i I A . . . _ _ 4 . I. .. - - - - _ ti_k7*,�h -_�+T -. .. [� 1 I 99" el?_.. Iv WD. � VJKA A� L wv� I \ / Iti G.O. � :�.. 4 07�80� ` '� - Ga11 ,_. IZtI. I, !? [�, r)s-�- o Gnc I�-+r�� 5+�-1,rr rt, t� N1.o� Irl _. v r�l,ar�,} �XI�'-rr. i (1'� �-� � �:�,av i G �r><A� Z SAI r .-.__ tt r -� I` ��7$ '% s� 't . 2 11 � v✓Ips x 3y4. I0 K- " SOF t4 - I r t.. �� i� I'7! ;. T 1 . . . + . . .- _ . - _- _ _ - - - - _- I 1 , � , tL--6; + :� r7 : tt � VA-* I 01--w-, - _ -� � I i-;? I I � ' -11 .. t�rr'-Ia I.I,"- ­ I . -, i � -- I �1 � � . .� T t� r.- 0�52 r... - �� .� � 0 _ . \> . Sca►1a s r'i i�p"_, y t :_.._ __ __..._ - ( ROJECT TITLE - ._ tl yy�� \ I . � �Ar h� v _:pG '�}j �► .p0(9 � _ _ _ �._._ '�._. to f.Z I'�;r = G�r9 I 'QM 1 _._.. . ..,_.. . . - G' j$, Vii .Oe . n ,' --- P 1 --`-____ _ -_ _ .___.. _____�-`=_-- --- .1 Y� Sia fQ, I -p- wad�G, p a ,a-1-�.�} x -_._ � .-_�:_�—R=te-�^___-_ _.___ _ -_ .__ __-__ —--- _ P�rI.U•lr �' I _-__ _._ -� 4�& __ _ NEW ONESTORY.-� _ - -__._____ A 4,� . __ _ _ _ _ _ _ � _ _ __ ___ , . _ - _ _ __ _ -r,.k I,-, - . � r -';�;, 'ZO, - _ T . _ r rADDITION , rrta I � 0.1\ . i I �� ,,a _ V_4S . .. . _ r - - � at � A ,: I I _._.. - _ � � I . 1 K. I V_ ,i �. , ,.. I 6 P".41tol. .. ,_ �4'!i*r_, the � I .el . I .__ � - �_ 1-1 . 'k I � 7— _ I I N — t ! . � I _ ,�. .3 . r'' `f3 l I _ ..- f I t' h1 F�jI�/Il [.FS/ ' #I , I ­ + . 11 I - � � V I � i : ­ � � . - . i I � I . L � -IAOF - - � � hlv-� � I , . � ; 16 � � � � I + � I ' CAMPBELL . . ��4 . - 1. . _ __1 _ _ i - - wl�:: i✓ _ G c t Imo.,r.l - _ ,• - i�- r �� I -8 OT^ Q I - , �, j _ +' Wlr� � . 0 I e:_ Z� �, I I { i . , 450�11 \ � I I � I Loo . . . �+�_Ji� _ ori- , �, 11, I . • fx ,,~.�aa.. f_'`.i..-©4+ _. I .: i? -�" t= I I �Sllig,.,fj�. 6 2 C� rl e d ay ues _ _ , A�' f' �- 4 t � i __ _ __ , Mattttuck NYov 1+ ,p,,,�,P *_ y� _ -. ._ . fi + � t I ;Q I - � �- LO ION MAP/KEY LA � � I l 1 �- � CAT KE PLAN_ c i I - I.IT -. - �Np . - I� 1 I � � + ;.�, o.0 tea. .v -_._ V4"-r+tk, li�T t:au ( _ - ff I r........­­_­_:..,__!, _� . .. �. ll - . I �,l .- , , . �f : �� I 1 � :I n vavI I , MQlll/k�I�f> o G f ++ -_ - �` — ' - !.t✓`r'{il(i T T, � . hIF� _.._._ -- IcKtpk I i . I � I 1; - � , .. . � , � . _ ! - ,�• --- - � i I � '. ... � 151 _ � . __ . . ; � t _. I � I 1iJ01 � .�111 � .I � 6 �� . -I- .. . I IT � - -- - I + � 'k 1.�.t ; . - - ,f ; r__ � . + � �. �� � . - . 1 i• - , , � --- . . � 4 . ­ . I. ; Il I- . _. r -- I I , ,I _ ____ " 14 j, 1. t IT _ . _.... ,._._Iv. . I, , . _ . \� ,00 .M.�lea±�., i E'('� p, - i* ^ . � ... :.{a _ir :... . P� (Ga31.?'27.: lo3l 2� 3='�, �, �„ :ye.�� , I . - p ?: IGt -ti _ ; - . - . _ __ - - - , � � - � __ , I I � f - 4 , � . I I ­ - 1- I . � . �-- . , _�._ I . � Ems,­­ I L., . _�14_t I - IIS.*:. ,� , 5 . i w 01. r �tls , 011 -( ,- a�.. �l.a.11 . ..1.ft14 .:.- .�tlz- . __-,_- _ _., _,_.___.,,_ ,_,w -_.-_ . . _.__—____- _ _ �' ._ ,__..-- 'y IMAGE RESPONSIVE DESIGN -____._.__.__ __ _ _____ _ -____ -- ,-. .�_,.._._--___---__ __ - it L :C7 . - .�� 1y' -- -- . ' - ARCHITECTS I . _ --_--_ - -- ..---_-.._,_._.._. 1, _ ___ _ -_ . �,. -_� __ r �.I v._v, ''�+..:w�„• _� ,_...�'"a*:^�” _... -.-„,,•_--.. ......,."-,..._ �.•-,...,....- _w.,_-�,...••.._..,r ._.-•__•-__....___ ,_•_ .__-•-„___...........:.... ........ _ .- _ _ __._-___--_-.____._...._-.,_._____ _ -._ __-.-. ...-_.. .._................ ,,...__..,.,a_ 1 : • �-- � 17^.i'- I _. _._7:.-_-_--_-. . _._. __., _..-__ ,_-._ -� _ . -_,_._- _-.- .. ___. _ _ -__.___ ._-,_- - ------- - - . _._ _..__.____ __ - __,,__-_____-_ __-_______.._-___ . ._. .--,.__ - -____-_-_-___--,_._.---- ._.----__ _ .-__ _ - _w__ _-. .._.--- __...____ ._.” _._ _. ___ _.._ -- ---- ,. . _ __..__------- --- _ ___-_._ _- ---- ---- ---_._. _-_ ______- - - -- - - _ �- _.-......-_ ....,_._---.__,__..____._._--..,... _.,._•__,..__.__•__ ..._.-__ �`_ __ _..._...__-.-_-, _ _-.- _...___.._.---, -._., _-__._.._,......R__._.._. ___ - - - -..-__ _ _. -_ __,_,.-_ - _____.--_,_,-_-________.--V-_ _..�_____.-,- -,...___ -- ____T-___._.,__-,_____.________-.._.._______._ _..-.,_-,,....--- .-- ----- . -. .__.- - . _....:.. .._.--....-.:-._ ..-----'----_..---•-•------- ---------,_._._----------- — - .--.__..__- - —_ - ... - , .,, - LO AND _. .,____--- - _._.-..7._,....., _. ...- .. _ ..,_._.._, ._,.- .._. , .. . . _ _...._. .r .� -- - - -_._ __...____.-____._.-,..-_,_-----._..__--__-,_-_. _._.__-__,._„_.. __.._.-_.-___- -,_ --_---__,_-- _ _ _ ___ _. _—__ _-,-----_... -- - ----- _. .-.,.- _,.__..., ._.__._.._.-.... .. .. _.._......_., ..-- _ ..,,..__.._-_.____._.._____..._._...__.,._____....__._......-.._,__•-----._ _._.,__._.._._._._,______- - _ _ _ -..- _ -_ __.._._...____.,-_, . -.,..___.._..- _ _ _ _ ---- __ _ ____ --...____--__..___-_.__- __ __.,___-.---------------_..__,_7_---7 _ ='.�� - -- _ - -- - - __- _-__------- -- -- _-_ .8 7 4.2 2 ____-- _ - __ _ - _ -_�= _-1, � T- - - -- ^�_-__-----_M"______; _____-__.-___-__ ___- _ ___...-.. _,._ .._ 631 14 i _7 �� - - _ - -T . ,- . .1 . � * I , _ — — _ _ r — _ - _ - _ ,. tt�/l ,b►Ir+� � '-.- ; � � � � I � � � ----- V_ BERNSTEIN BOULEVARD . + _ I 1 . ( ;` . -_ I . . 1 I DRAWING TI f : Penter r c es z - I � TLE. �. J , t �; .I . . . I - , E+011 , tf ;i ... - - ,: , . - . � _ - r-16 , l p _ Q _ . ... . .. I I I a ,,, ► t j I l , I 4S � I . . � � ? ,a too I I ­ � I t I . . 1 , I r - _ I � I . — � -. � 'Iel� � —3 — �� 1 I o 1 I I . I — ­ . - �0 ; .- I I H j f .r Ute raw IkL-n 49 � � / It l 1 1 ; : 4 ; I i I _ — „_ _ Ca S - _ o : . -- v - - - { - - — - _ "` ORAtUN 13Y LAB DATE :M `r�Zors2.. -1 ii I 1 -� i I . + I jv. f a,z - _ I • l 1 I I , . CHECKED . � � . . _. � I, � �, j . I - I I . r�.`� �I . I ____ ,[ � - 1. . DATE: I � � �- (( I % COMM. .NO. 0101.1 II 1T. I I. V(R:c(aS Furca 33 y i r , , c� t1. r . . I f fi - �..� . - — , .. . , .. --- I - , I t .- . � I— � ; . I I � . I � �,, � � � � . + ­ .� I - �. � I �+ . I . _..__ , , _ . � � I RI� 2 I , 17 - �e_- + . - . + � +, 11 � — - , - L____ , , : I - , r , T, ., DRAWING NO. �- . - , . - . . . . . .O"t,_', � � r .,F�[�� V Qr � . I _ � . w -�'- ­ : �j1 . . , T ___ I - -­ 1-1 ­ _ F _E? iz_-I - _ ._[>_ - _ � . 1 -1 . I .. I .11 � ir � � - - - ­� - . , ” ' ' . - I � � . . I__ I - . - ._ ._ .- 0 - . I • /► . _ - I - ,/ . . . . . . )i�� �+.1,� I .+I. : .,() � s. i;t . r- - it � � � � . . . . - - ) - r Vrhit7 3 � W i% I'/ch�.Chrtr`�!Co i NO. REVISIONS DATE 5} 7 g U/I : v %IA.. G+� -_�?�l . . x`1'11%. ISSUED FOR. 1fy ?' J: . �..___.. ._^ BUILDING PERMIT . O p REVIEW w - F-0 ----- _^.._ ... _.._ I \� V P. 5�I,7I j �'1�1dJl C7`rF rig 1"�l i - lit2 �, ___._—.__. ____________ _._—. - ---__-___--- _ ...___....._- _-___._._ ___ _ _—_._________..__----_.__—____.__.—_.—_.__---- _- .�' f,." {� ••' '`rte �j • — -- Thea Dramngs and Specdicatrons, as alstruoents of service, i1 _ tea= the property of MAGE RESPONSIVE DESIGN ARCHITECTS. c - 2 I'VIZ M fK HID. M' nau use, chs s or pubhcatlon � ohblted unless nqe pr u esshj approved bg IMAGE RESPONSIVE�SIGN ARCHITECTS. i iirngenerib slmN be prosecuted. Contractor shay venry aH field coruhtu>tls and darenaon% and sW be lx .. ILIit i i j I responsible for field fit and quantity of Wank. No dhwances ddl be ande Z. an behdf of the Contractorfor any error or neglect.an his WL AlI . � � IA15 � t i 5EAL _✓ � _ .rr.I� �. � � �� J.tEL.iClY,c ti, t 1 1� `!I , Toll r-w co ._ } .. p1 F -- - _ �'-�'.. 1 , j ; I PROJECT TITLE t ------- NEW ONE -STORY I r ADDITION ,..121_ �,�. i�fa;,,/ f`��'�,t�• 'erzv�l`� _-�—��1� . � - �� .'t�>�,�..: ....M�a�GI�- f��rra�r�►'�, .. S� �, /Z o at the CAMPBELL RESIDENCE 620 Nedag Avenue Mattltuck NY LOCATION MAP/KEY PLAN IMAGE RESPONSIVE DESIGN ARCHITECTS LONG ISLAND MEW'YORK 631.874.2142 9 BERNSTEIN BOULEVARD Center Moriches W 11934 DRAWING TITLE 6� tow..) SCALE A5 NOTED DRAWN BY LAB DATE:.-MAY( Ili CHECKED DATE: COMM. NO. : 0101.1 DRAWING NO. ■ IREVI$ION NO. DATE 0 0 ELECTRICAL LEGEND 0 0 SYMBOL DESCRIPTION SINGLE POLE SWITCH 3 3 - WAY SWITCH o 0 $ 13 DIMMER SWITCH DUPLEX RECEPTACLE THESE DRAWINGS and SPECIFICATIONS.AS INSTRUMENTS OF SERVICE. REMAIN THE PROPERTY d IMAGE RESPONSIVE DESIGN ARCHITECTS. QUAD RECEPTACLE UNAUTHORIZED USE.CHANGES.or PUBLICATION IS STRICTLY PROHIBITED. NEW ADDITION EXISTING UNLESS EXPRESSLY APPROVED bo IMAGE RESPONSIVE DESIGN ARCHITECTS. INFRINGEMENTS SHALL BE PROSECUTED. DEDICATED OUTLET CONTRACTOR SHALL VERIPY ALL FIELD CONDITIONS ud DIMENSIONS. and SHALL 8E RESPONSIBLE.FOR FIELD FIT and QUANTITY d WORK. NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SPECIAL PURPOSE OUTLET FI GROUND FAULT INTERCEPTOR SEAL FLOOR DUPLEX OUTLET e LSC .B• JUNCTION BOX R .� R , t -•�: i Ji i _ ' a _r• i. y, r. *RECESSED INCANDESCENT DOWNLIGHt y g� 010802„ :c.• OQ EXTERIOR WALL MTD. LIGHT FIXTURE �_o �. n ©F N�� 4,41 SMOKE DETECTOR F OCEILING FAN/LIGHT � _ • , \ PROJECT. TITLE _ MECH. EXHAUST FAN ' a TELEPHONE .. NEW ONE -STORY ® CABLE TV CONNECT ' NEW ` ELLAR 1 v' ° � ° NEW CELLAR AD I . • 'le v = x' (Formerlg Crawl Space) THERMOSTAT • i � . _ Ll at t e Q WALL SCONCE i CAMPBELL o FLUORESCENT SHOP LIGHT ' G.C. SHALL REPLACE ' FLOOD LIGHT EX15TING MECHANIICA1T RESIDENCE EXHAUST FAN UNI WITH a j NEW - VENT TO OUTSIDE F.A. 620 MEDAY AVENUE MATTITUCK NY 00 ;. NEW UTILITY AREA '` LOCATION MAP/KEY PLAN JJ3. EXIST. 1 TOILET EXIST. y: TEL J.B. I O O O I r GFl O a' I EL CT. J. a a OIL �o NEW 3 1/2” UP O.D. 5TL. C "000,T OL.. T P. DN. p� _ 1 I I • ' E ISTING CELLAR ' OIL f ❑ J.B.. J.B. FNI TEL. EXIST' CEDAR CLO. *J. . CAT MUGERESPONS.IVEDESIGN J.D. NOTE: G.C. SHALL PROVIDE 5/8" THK. ARCHITECTS 1 HR. F.R. GYP. BD. CLG. AT NEW UTILITY/FURNACE AREA. AS PER NYS BLDG. CODE. LONG ELAND . NEW YCHK 9 i• J.B. �r SMUVO TEN BOLLEM VAMC J J.B. Td/Fac 69t 874. 2142 .' Eanok o ter0kneta mcom DRAWING TITLE S- \._ REFLECTED CLGII DOTES: ELECT, ' PLAN at I. ALL NEW ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE EXIST. CELLAR WITH THE NATIONAL ELECTRICAL CODE. the NEW YORK STATE ` BUILDING CODE and ALL LOCAL CODES. SCALE : 1/4"=P-O" ' 2. ALL ELECTRIC SHOWN 15 MINIMUM. G.C. SHALL CO-ORDINATE DRAWN bg : LAB DATE MAY I Zov2 ,. :. WITH.OWNER ALL SPECIALTY LIGHT FIXTURES and/or EQUIPMENT/ APPLIANCE(S) NOT SHOWN ON PLANS. SPECIALTY FIXTURES PROVIDED bg OWNER. INSTALLED bg G.C. CHECKED bg : DATE 3. G.C. SHALL IN5TALL INTERCONNECTING FIRE and SMOKE ALARM COMM. NO. : 0101.1 / NEWSYSTEM AS PER NYSTAI BUILDING CODE AT ALL SLEEPING AREAS. REFLECTEDPLAN NEW PORCH and STAIRWELL. (AT EXISTING CELLAR) Scale 1/4" = 1'-0" 4. ANY and ALL MECH. EXHAUST .VENTS SHALL BE VENTED TO DRAWING NO. OUTSIDE AIR. 5. MECHANICAL CONTRACTOR SHALL PROVIDE SCHEMATIC DRAWING FOR NEW HVAC SYSTEM PRIOR TO COMMENCEMENT OF NEW WORK. L. G.C. SHALL COORDINATE NEW ALARM/ SECURITY SYSTEM WITH OWNER REQUIREMENTS. 1. ALL NEW RADIANT FLOORING SHALL BE PROVIDED THROUGHOUT O OF. AS DESIGNED bg RADIANT TECHNOLOGY (L31.28L:0900) �. ■ REVISION NO. DATE ELECTRICAL LEGEND ° SYMBOL DESCRIPTION 0 0 S SINGLE POLE SWITCH o 0 S3 3 WAY SWITCH ° 0 SD DIMMER SWITCH 0 0 DUPLEX RECEPTACLE QUAD RECEPTACLE INTHE� wid AIRENg9NSREMAPROPERTY or IMGESPO51VE DESIGN . UNAUTHORIZED USE,CHANGES.ar PUBLICATION 13 3TRICTLY PROHIBITED. UNLESS LXPRE35LY APPROVED aa IMAGE RESPONSIVE DESIGN ARCHITECTS. DEDICATED OUTLET INFRINGEMENTS SHALL BE.PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS and DIMENSIONS. *ad SHALL BE RESPONSIBLE FOR FIELD FIT and QUANTITY or WORK. —® gp SPECIAL PURPOSE OUTLET NEW ADDITION _I_ EXISTING FOOR An"EERROR OR NEGLECTN ON HUS BEHALF ART. OF THE CONTRACTOR FI GROUND FAULT INTERCEPTOR FLOOR DUPLEX OUTLET I SEAL ON JUNCTION BOX I Lu f R RECESSED INCANDESCENT DOWNLIGHT EXISTING DECK F—� EXTERIOR WALL MTD. LIGHT FIXTURE -^- �yT o��aoz yp`r T � �• O SMOKE DETECTOR �©F F o CEILING FAN/LIGHT � �^ PROJECT TITLE MECH. EXHAUST FAN NEW R 111 F1. 1 -IKI TELEPHONE CLOSEEXIS DEN W ONE- STORY CABLE TV CONNECT I I ® R THERMOSTAT I I AD ITION Q WALL SCONCE R at v e FLOOD LIGHT CLOEXISTIINC CAMPBELL MECH. I ' LIVING ROOM NEW MASTER OOM REGISTER— LOCATION NEW WOOD DECK RESIDENCETO BE O� 3 DETERMINED VAULTED CEILING , Vdl ULTE E I G u- FLAT CLG. ... --'-'��w I 620 MEDAY AVENUE -T K MATTITUCK NY TEL 3 NEW O � VESTIBU E EXI (GARDEN ST BA LOCATION MAP/KEY PLAN AS TH R :01 R R FI , CLO. •��. AT r A.F.F. p R EXISTING BEDROOM #I _ R 0 R R ' \• R R / LAUNDRY CHUTE LO. -� CLO. O ®CATV FM 0 T. T. KITCHEN WDIER EXIST. BEDROOM #2 NEW REAR PORCH / � '\, EXIST. REAR PORCH D w_ PROVIDE MECH. EXHAUST R U � R O R FAN TO OUTSIDE AIR w _ •B• o ..l+!!R T$ Jll --- _j ru j TO CELLAR D LONG ELAND NEW YORK L R aNTM MOU-E'S W 11934 ---� EERV5TEV BOLLEVAfTI Td/Fax 631874. 2142 J Em i crkitect(lknetcomoom DRAWING TITLE SPA S /��� ,/ REFLECTED CLGII R NOTES: ELECT. PLAN a t • ` �r i. .ALL. NEW ELECTRICAL WORK SHALL 8E IN STRICT ACCORDANCE NEW 1st FLOOR CLASS 'B' / WITIH THE NATIONAL ELECTRICAL CODE. the NEW YORK STATE ST. BTL. BUILDING CODE and ALL LOCAL CODES. SCALE �— I/4 r—-I w O 2. ALL ELECTRIC SHOWN IS MINIMUM. G.C. SHALL CO-ORDINATE DRAWN bg : LAB DATE MAY I, 2002 / WITIH OWNER ALL SPECIALTY LIGHT FIXTURES and/or EQUIPMENT/ / APPLIANCE(S) NOT SHOWN ON PLANS. SPECIALTY FIXTURES PROVIDED bg OWNER. INSTALLED bg G.C. CHECKED bg DATE --�� 3. G.C. SHALL INSTALL INTERCONNECTING FIRE and SMOKE ALARM COMM. NO. : 0101.1 SYSTEM AS PER NYS BUILDING CODE AT ALL SLEEPING AREAS. / NEUII PORCH and STAIRWELL. ', 4. ANIY and ALL MECH. EXHAUST VENTS SHALL BE VENTED TO DRAWING NO. OUTSIDE AIR. S. MECHANICAL CONTRACTOR SHALL PROVIDE SCHEMATIC DRAWING I FOR NEW HVAC SYSTEM PRIOR TO COMMENCEMENT OF NEW WORK. REFLECTED CEILING / ELECT . P �• G.I SHALL COORDINATE NEW ALARM/ SECURITY SYSTEM WITH OWNER REQUIREMENTS. (AT NEW FIRST FLOOR) Scale 1/4" I'-0" 1. ALL NEW RADIANT FLOORING SHALL BE PROVIDED 'THROUGHOUT AS DESIGNED bg RADIANT TECHNOLOGY (,931.284.0900) ■ l 24'-0" 8'-0" 24'-4"± NO. REVISIONS DATE 10" 22'-4" 10 ISSUED FOR: 2'-O" EXISTING MASONRY o 0 F-2 F-Z TYP• PIERS TO BE REMOVED (TYP.) - U.O.N. o 0 o � pLJt �. O • - O O EXISTING OUTSIDE EXISTING x6" 020"o.c. LOCATION MAP/KEY PLAN 0 00 :.. RAISE TOP/FOUNDATION WALL FACE OF WALL FLOOR JOI TS TO R M IN :.; +4" FROM TOP/FOUNDATION 3 - ' CL CONTROL OR WALL SUPPORTING 9 1/2" LVLS N N �@ @ CONSTRUCTION JOINT :•• .� .� .� . . + NEW CONCRETE J� FACE OF '.t M UNDERPINNING WALL LINE ,�. • .: .: •. .: •, E_ ABOVE • 1ST. FLOOR FRAMING ,•:: ,•;• ..: ' ` ' �` SEE ARCHT. DWGS. " • " CONCRETES B. ON GROUND '"''• • i i• DRILL & EPDXY MI5 REBAR x O'-8" LONG ';.`' ' EINF. W/ 66- .401.4 W.W.M (4" EMBEDMENT] INTO.EXISTING FOUNDATION WALL ®18'o.c. VERTICAL . '•.. --� O O O , x +@ x @ X .@ I -�-I—EXISTING CHIMNEY ' �Y• ti ". .` TO REMAIN O !o �3 �•� ��� �•� �•� J�� .•.'•• _ i i (VERIFY DEPTH OF EXT' N N » r •':.' •: •; ''• :, GOA' :t :t c3" 4•, FOUNDATION AND REPO T DROP TOP/FOUNDATION 4 CONCRETE SLAB ON GROUND �'''' -----_ I : _ I I TO ENGINEER PRIOR TO .: :•: » `• ' REINF. W/ 66 W1.4xW1.4 W.W.M. , L---------------- j j s. ' r SEAL • ? y`-r •" •-" ; t,. • • :.ti�. I I COMMENCEMENT or N c FROM WALL 4 1/2- FR ''ti'' •, ' � / aia TOP/FOUNDATION WALL SUPPORTING 9 1/2- LVL • : 1 r NEW 2"-6"x:2'-6" , / ! n (EXISTING MASONRIL- -j x 1' 0" DEEP CONC ETE ' PIERS TO BE F00 NG RE11NF. W EXIST( G MASONRY � , � 4" CONCRETE SLAB � I ON GROUND REINF. �' TOP/EXISTING ( I / '.':•. o PIERS TO REMAIN W/ 66- W1.4xW1.4 CONCRETE SLAB I (REMOVED �. 3- 5 BOT1T. EACH AY N ; Y.. W.W.M. F-3 ® EL. -6" I ( ) c •' 04 04 11'-2" ;; I I .y J!1• .y Aj $�O REMOVE PORTION OF I G :- f EXISTING FOUNDATION I PROJECT TI TOP/CONCRETE SLAB ; ' WALL FOR NEW OPN'G. ( i ;;;• TLE ®CELLAR LEVEL TOP OF CONCRETE SLAB ® ; OEL.-3'-2" CELLAR LEVEL O •�� .� a• •i' -- ------ -- I E (STING 2"x6" 0"o.c. � . ':; • 47 EL.-3'-2" +h J�? N F �4 OR J STS TO REMAIN o OD J F $ F-1 i• r I NEW ONE - STORY G , . '. cq • F-Z � �,: ...:: . .:; 43° TOP/CONCRETE �.:. ' ITION s •'-' •: ' . AD I NEW CONCRETE 0 . ., EXISTING CONCRETE � SLAB GEL.-OP-8" '•:.` UNDERPINNING . .f Z cn SLAB ON GROUND. TOP I . .:. » 3� 3 » » » NEW CONCRETE : . OF SLAB ® EL. 0'-0*- NEW - -- ------ ---- i _ _ _ - at th �6 ,• ,: 4 0 2 6 .x2 6x1 0 ,:• :• , p* I I= CONCRETE FOOTING UNDERPINNING EXISTING CONTINUOUS I ,. :. § REINF. W/ 3- 5 ••. -- - ao BOTT. EACH WAY i.1 . - WALL FOOTING TO REMAIN EXISTING W000 r— — ——•J rCAMPBELL TO BE UNDERPINNED) POST TO REMAIN I ( VERIFY EXISTING • -J FOUNDATION 3 I -- -- 7EDGE-- SMC AG 7 ------------------------J I CONCRETE SLAB EXISTING F-Z P��/ Q .! .••., , �'. • ..•�. •i ..1 ', ; .Y. �.•, `' ••• �� '' '• '• �:�.� ••e r• .i' .r'..,•r. ., •.1 .•. �•• �� NOTE Gg• ---------------------------J ONGROUND SHORE EXISTING FIRST 00 FLOOR FRAMING PRIOR M D A Y AVENUE TO EXCAVATING FOR (o:20 �5�. � �• G�OJ��• �; i. • •- REMOVE EXISTING PLACEMENT OF lk :• 4'-8 HIGH MASONRY I"I,4 T T I T U C K 1V Y y"'• L `,�' O SSo �-I F-1 WALL UNDERPINNING - 0 + DRILL. & EPDXY #5 REBAR x 0-8 LONG (4" EMBEDMENT) INTO EXISTING FOUNDATION CONSULTANT 6 WALL 018"o.c. VERTICAL GOA y1� 24'-2" 10" 8'-0" VALERIO ASSO`iIATES,P.C. F-1 :y. ����� s '; OOH��.1'IiKi ENG B 33'-0" rm on• � JG�� �s FOUNDATION PLAN A . • G� GO�Gv ' ' F-� SCALE: 1/4"=1'-0" 1114 CLD OOtJ ffff F10MD MINIMq,NY'g001 ��, �. •: �?' 1. COORDINATE BEAM POCKET LOCATIONS W/ ARCHITECTURAL EXISTING CELLAR PLAN. ARCHITECTS F-1 F-T COs Me MLmD'f"1foI1K 831.874.2142 9 DROP TOP/FOUNDATION Chi YOAIpEx�NY 1�1st34 WALL 4 1/2" FROM TOP/FOUNDATION WALL SUPPORTING 9 1/20 LVL' DRAWING TITLE FOUNDATION PLAN SCALE AS NOTED DRAWN BY G.T. -05 DRAWN CHECKED J.C.V.. P.E. DATE: COMM. NO. #0177. DRAINING NO. pF 0 NO. REVISIONS DATE ISSUED FOR: 0 0 0 0 PROVIDE JOIST HANGER OUTSIDE FACE FOR EACH FLOOR JOIST o 0 OF WALL (FOR NEW & EXISTING) CONTINUOUS SILL PLATE CONTINUOUSo 0 SILL PLATE STUD WALL TOP OF EXT'( TOP OF EXT'G STUD WALL OUTSIDE FACE WOOD FLOOR WOOD FLOOR o � o PLYWOOD TOP/FIRST FLOOR WALL SUB-FLOOR TO REMAIN TO REMAIN 5U6-FLOOR C EL. . TOP/FIRST FLOOR MATCH GEL. M TCH LOCATION MAP/KEY PLAN PLYWOOD FINISHED FLOOR SHEATHING (SEE ARCHT. DWGS.) BOX BEAM -- - - - - OUTSIDE 5/8" DIA. BOLT 07'-0"o.c. , ' LUNDERSIDE OF GRADE '' REMOVE EXISTING ONE FOOT FROM EACH END FIRST FLOOR FIRST FLOOR FRAMING s ,� NEW LVL HEADER IJ I WOOD R S (BEAR ONTO 2"x4" I FRAMING `t NEW FIRST :' NEW FIRSTWOOD STUD WALL • :i : ' ' FLOOR FRAMING » ' • ',c FLOOR FRAMING ms� EACH END) I —PORTION OF EXISTING '•' `4 FOUNDATION WALL FOR 2- E5 TOP AND BOTT. 4 �' I I ( + I EXT'G 2"x6" FLOOR JOISTS ( i NEW OPENING :;•;', ' CONT. (TYP.) ' • '•'• �.••• FOR INFORMATION SHOWN (1ST. FLOOR FRAMING) I 3" • -: #5 018"o.c. VERT. BUT NOT NOTED SEE :' • SECTION F-1 '•e ' CLR. NEW STUD I I + WALL =_ d, EXT'G. I I FOUNDATION WALL I #4 012"o.c. HORIZ. y;.: __� (V,I.F.) I I I SEAL .. I CUZ. a, :.: • ' a, #5 ®4'-0"o.c. V •;:;:. 5 DOWELS TOP/EXISTING CONCRETE I TOP/EXISTING CONCRETE .. y . ®4—0 o.c. I I I ,�� ,,c. SLAB TO REMAIN 0 EL.•-O-6 SLAB TO REMAIN < fi X15 012"o.c' t4 02'-0"o.c. H =a� I I ®EL. 0'-0" �� � DOWELS " us , • �•• '•'�� —— 4°t . r?r•' +•�. •; 2 #5 BOTT. CONTINUOUS ; - , NOTE: •� �•' -) -- - I- , DO NOT BACKFILL UNTIL 1/2" PREMOLDED 1/2" PREMOLDED o FIRST FLOOR FRAMING •' . , FILLER (TYP.) FILLER (TYP.) .. __ __ EXT'G FTG. A Q say AND SUBFLOOR ARE INSTALLED " » " c TOP/NEW 4" CONCRETE EXT'G FTG. TOP/NEW of 66- W1.4xW1.4 W.W.M. TOP/NEW 4 CONC. TOP/NEW 4 CONC. „ �, ,: I SLAB ® EL.-2-8 • �:••. 1. 4 CONCRETE :•" SLAB ®EL.-3-2 : . SLAB GEL-S-2" : , ••'' '� ::,: -: ::f NEW CONCRETE NEW CONCRETE SLAB GEL-S-2" PROJECT TITLE r. UNDERPINNING r. UNDERPINNING 3- #5 BOTTOM : Y . :s • R :, ,.. , ; ' . �. •..•• :.• • (SEE DETAIL) :.. ~'.•, •• CONTINUOUS . , .• , ! �. _ FOR INFORMATION SHOWN o • '' 2x4 CONT. .� • ' ,: e� ` ' ` 0 00 °0 BUT NOT NOTED SEE ONE— STORY KEY M2x4 CONT. NEW SECTION F-3 KEY 2" 8» BOTTOM/UNDERPINNING AD ITION 7 BOTT./FTG. 10" 3" CLEAR " 10" " BOTTOM/UNDERPINNING TO BEAR ON 2'-0In 2'-0" ���✓✓✓ 2 TON SOIL AND t t TO BE VERIFIED BY at "he SOILS ENGINEER SECTION SECTION SECTION SECTION 4 CAMPBELL SCALE: 1 2"=1'-0" - SCALE: 1/2"=1'•-0" 2 SS..: 1/2"=1'-0" _3 SCALE: 1/2"=1'-O" _ RESIDENCE t COLUMN, PIER AND FOOTING TOP/EXISTING WOOD FLOOR 6 2 0 M E D A Y AVENUE PROVIDE 3" MIN. CONC COL. - SEE PLAN t BOTTOM OF EXISTING TO REMAIN 0 EL31.5" COVER ALL AROUND COL. SCHEDULE FLOOR JOISTS N Y COL. 4 BASE IE _ CONSULTA105' GENERAL NOTES: 8" UNLESS NOTED OUTSIDE FACE EXISTING WOOD STUD " " . FIs REBAR x 2-2 t VALERIO IATES P.C. OtHERWI$E I I2° EXP. JOINT » » OF WALL LINE OF WALL NOT SHOWN � NEW 2x10 � 1. ALL WORK SHALL BE PERFORMED IN STRICT + EXISTING 2x6 EXISTING CONTINUOUS WOOD SILL (CCA) ACCORDANCE WITH ALL LOCAL AND STATE CODES �T FILLER ALL AROUND FLOOR JOISTS i GRADE NEW GRADE LONG TO TIE EACH TOP CONC. SLAB COL. (SEE PLAN) (1ST. FLOOR FRAMING) EXISTING WOOD UNDERPINNING SECTION AND. WITH THE RULES AND REGULATIONS OF ALL ON GROUND STUD WALL FROM UPPER TIER TO LOCAL AGENCIES, DEPARTMENTS OR LAWS HAVING Wil LOWER TIER EACH FACE JURISDICTION OVER ANY PORTION OR SPECIFIC M 70-M . :.' • .'• '••.••'•, ,.. '•' ••� • • is ., • ,,• .1 •'•:, : • •, .,. PHASE OF THE WORK. THE CONTRACTOR SHALL FAX 7�.� • ", ,:: :. 4 : :' .:• :• : '"' COORDINATE THE WORK WITH PUBLIC UTILITY Of • • •• •' • .. •• • • • 1- TYPICAL _ • , • ,. :1 •I• .R �.•� .. i .: ;. y •� i• . •+ COMPANIES HAVING JURISDICTION. -•..: REMOVE EXISTING .` +:. . ._ .'. . . o c� 114 CLD OOlM1iK F10iAD 1�60tJ►,Mf I�1 UNLESS OTHERWISEBRICK SILL AND ' z 2. THE DRAWINGS ARE NOT TO BE SCALED ONLY TOP ol: PIER +I A B ° . ' . . C _ ° p , ,.: A :.. .':.:...,. BAA REPLACE W/ 2- 2"x10" , •. •. . ,:. ° + • ,�. : ., �.,; •: ;:•• : .' .-. ZDIMENSIONS ARE TO BE USED. ALL DIMENSIONAL NOTED ON PLANS z .' ; ..,: .„. �.i _ :. • r• •� :,; FOR FTG. CONT. WOOD SILL (CCA) :. �,: �': :.'. ..WHERE COL.FtG.MUST zto :: •. ' ; , . • . w a DISCREPANCIES $HALL BE CALLED TO THE I , : ?': ' :.' '-6” (TYP.� •:'•,o , , + .• ; '•'':. :t'';' 1 .. ;:. '' : ''-•, �� ARCHITECTS ATTENTION. ALL DIMENSIONS SHALL r BE LOWERED TO BEAR N• REMOVE EXISTING EARTH ; .: • - - 1: ,; 1' •, .:, ,:. :' :, :;': w O w 4- «5 FtG. t0 PIER R I r' . • ' ' • • "' '� ' a oz BE VERIFIED BEFORE STARTING WORK BY THE ON UNDISTURBED SOILS•- AFTER UNDE PINNINGS • 1 -3 . "" '''r• ;-': '� r •' ' ' '� RESPECTIVE SUBCONTRACTOR, WHO SHALL BE DOWELS HJLL HE , . •• ... �..:: �. . . ... .' :. c»OF PIER FUL •3 IGHOF REQ'D. BRCrt. COMPLETEDr ' 11 2 + DRYPACK : . • (T�•)�:�-( ).'• ;� .r° .... : •..:..::.. , .. ;� ' :.. t:. ;:: .,. . �". /,. �� } CAPACITY PROVIDE / "_ ! •, HELD RESPONSIBLE FOR HIS PHASE OF THE WORK. 1Y1GB DS4IGNTIES TYP. .: . 1 1 2" CONTINUOUSI2 o�C. VERTICAL .' . .. : ARCHITECTS • 2'-0" x Z'-0" CONC. PIER FOR FILL WIDTH OF : DRYPACK3. ALL MATERIALS AND CONSTRUCTION INCORPORATED 3" CLRCONCRETE UNDERPINNING .• •!.:.••: . • •.. .•• � • • : : • ' . �, : ..:. r • ' ' •� � •'� • • • . ' INTO THE WORK SHALL BE IN STRICT ACCORDANCE , % • e • WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONSdi COL. FTG. w APPLICABLE AND SHALL CONFORM TO STANDARDS S PLAN AND (TYP.) •��.'� '�•' :. �... • •�. ••• ••� .:•� �' '.•a•• ••' ,:,. c : � ••' ••• d!a�• ' ,'• y '� ' � '.`•'''••�-' � �EE ' ' ' ` ' ' ' AND RECOMMENDATIONS OF THE VARIOUS TRADE SCHEDULE FOR 3„ C 1/2 PREMOLDED FILLER ` ;LR " ; . '� • :• : ,'': ' • zINSTITUTES (ACI, AISC, ETC.) WHERE APPLICABLE. SIZE 4 INF. TOP EXT'G CONC. ' " Z A 4 B C .. A zLONo aw+aw YSLAB BEYOND + twAT ELO'-0" TOP/NEW 4" CONCRETE ;;i• ,: ;•• ::':; `::; "-'; • • 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR » ,: ADEQUATELY BRACING AND PROTECTING ALLSLAB D EL-0-8 .. , . • . , 4, : U w• :. NEW CONCRETE :".:s:: :t; '''''�:''•'•'.' :..: ,... :s:;r; :• . . a ::• '.:r:: :t.:' azo 631.674.2142 :: ,, n ;'•�•• :k ' ;,, ;� 1 y ,' ,. t. 1 .:•,:. v BOTTOM/UNDERPINNING WORK DURING THE CONSTRUCTION AGAINST UNDERPINNING : ': ' : ' ' � ,,. :TYPICAL INTERIOR COLUMN coLLAPB . DISTORTIO . 9 ».- ,. : . •� �., -- � ' !:' :•,� .• TO BEAR ON 2 TON DAMAGE BREAKAGE E N' ' (2 TIERS) .. ; �'•: .�. :;� ..• • ., ; : • ..,� � ,• • ;.•r•.• •� �• :• :: '•. ,.: � y., •:;'.�'';.• ANQ MISALIGNMENTS,. i'';;..• : SOIL AND TO BE ERNSs BOIwn PIER -F- FOOTING DETAIL SLAB CONST• , • VERIFIED BY SOILS 5. FOOTINGS SHALL REST ON UNDISTURBED SOILIom �in I1JOINTS TO BE ENGINEER PRIOR TO HAVING A MINIMUM BEARING CAPACITY OF 4 000 PSFJO COL.'S PROVIDE 2- #'5 PLACEMENT OF CONCRETE AND SHOULD BE VERIFIED BY A SOILS � DRAWING TITLE COLUMN -q1 2" 8" 1'-8" BOTTOM CONTINUOUSENGINEER PRIOR TO PLACEMENT OF CONCRETE. ♦ ♦ U � SECTION. OFELEVAl10N OF UNDERPINNING NEW CONCRETE 6. ALL CONCRETE TO BE STONE CONCRETE HAVING 'i{" LEVELING + + 3,000IPSI�0 28 DAYSI U.O.N�NGTH OFFOUNDATION SECTIONS UNDERPINNINGSIZE ATO S�'�ESCALE: 1/2"=1'-0" (�.) 7. REINFORCING SHALL BE DEFCOL. 15ASESECTION ORMAD BARS BASE ie R-8-SEE COL. 1. CONTRACTOR TO CAREFULLY EXCAVATE BY HAND AND UNDERPIN EXISTING WOOD BEARING WALL CONFORMING SH ASTM A615 GRADE 60. WELDED COL. WIRE FABRIC SHALL CONFORM TO ASTM A185.. U.O.N. SCALE AS NOTED '411 (MIN) SCHEDULE �� _ IN SEQUENCE ASSHOWN IN ELEVATION. N�USTHRINK V2 EXP. JOINT SCALE: 1/2"=1'-0" FILLER 2. NEW UNDERPINNING TO BE PLACED IN SEQUENCE. DRAWN BYDATE:05-01-02 PLAN 3. "A" SECTIONS TO BE EXCAVATED AND PLACED FIRST CHECKED : J.C.V.. P.E. DATE:"B" SECTIONS. TO BE EXCAVATED AND PLACED 3 DAYS AFTER "A" HAS BEEN PLACED TOP OF LONG. t� "C" SECTIONS TO BE EXCAVATED AND PLACED 3 DAYS AFTER "B" HAS BEEN PLACEDFTG. PIER WALL S•� "D" SECTIONS TO BE EXCAVATED AND PLACED 3 DAYS AFTER "C" HAS BEEN PLACED COMM. N0. : 177 OR BUTTRESS4. ALL CONCRETE .USED FOR .UNDERPINNING IS TO BE HIGH-EARLY CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF f.=3500 PSI. • . .• DRAWING N0. • + I 5. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR TO CONTACT ENGINEER. 3" NOOK (TYP) 0 ANCHOR 60LTS. UAN. COLUMN BASE PLATE DETAIL -