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24539-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26524 Date: 06/28/99 THIS CERTIFIES that the building NEW DWELLING Location of Property: 135 PINE TREE CT CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 1 Lot 7.15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 28, 1997 pursuant to which Building Permit No. 24539-Z dated DECEMBER S, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, 2ND STORY DECK AND FRONT PORCH AS APPLIED FOR AND AS PER ZBA #4577. The certificate is issued to CARL & LYNNE FRITSCHER (OWNER) of the aforesaid building. r SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0146 06/23/99 ELECTRICAL CERTIFICATE NO. 23663 06/02/99 PLUMBERS CERTIFICATION DATED 06/21/99 WILLIAM SCHWAUB ildi Inspector Rev. 1/81 i FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date......DECEMBER.......8.......................... 19...97... 24539 Z Permission Is hereby granted to: ........C..FRITSCHER...S.N.:CAPUA.?.............................. 12 ROMA ......... ........ . .................................................................... ........CENTRAL..I.SLIP,.NY...11722........................... to ,....CONSTRUCT..A, NEW SINGLE FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE, ...............................FAMLY . . . ............................................................. 2ND STORY DECK AND FRONT PORCH AS APPLIED FOR .................................................................................................................................................................. ............................................................................................................................................................... ....................................................1............................................................................................................. .................................................................................................................................................................. at premises located at...................13.5. PINE TREE ! T,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,CUTCHOGUE,,,,,,,, ................................................................................................................................................................ County Tax Map No. ..... 73889..... Section ...098,,,,,,.,.,,, Block .....0001,,,,,,,, Lot No. .007,;,015,,, pursuant to application dated ....00TOBER,,,,.. 28........................ 19......97...., and approved by the Building Inspector. 781. 80 Fee $......................... .............. ...... •��/ .. ................ Building Insp r Rev. 6/30/80 n R BUILDING DEPARTMENT C _ �7 3 .3 1'7 I r TOWN HALL 765-1802 UPI 2 4 1999 (� APPLICATION FOR CERTIFICATE OF OCCUPANCY [L '�,�J,s', plicati n must be filled in by typewriter OR ink and submitted to the buildin inspedtor-QwUth 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. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 12 lead. 5. Commercial building, industrial building, multiple residences and similar buildi 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 a ,,- "pre-existing" /"pre-existing" land uses: 1.. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applican If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1C. 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 Building - $100.00 3. Copy of Certificate of Occupancy - .25�,. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.000,,/�Commmeercial $15.00 Date . . . . . . ..lP/cvllff. . . . . . . . . . . . . . . . . . New Construction-A&W.../ Old Or Pre-existing y�Building. . . . . . . . . . . . . . . . . Location of Property.. .. 135 .. . .. .J 11 � ./!�Z3L�.!�I . . . . . .CO.T.(�H©604 : . . . . . . . House No. Street Hamlet Onwer or Owners of Property.. Gil+. . Y.�✓N. �?' ./'��`TSS �3�'.. . . . . . . . . . . . . .. . . . County Tax Map No 1000, Section. . K RA . . . .Block. . . . . ./. . . .. . . . .Lot. .7t.<V7.6. . . . . . . . Subdivision. . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map.. . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No.akZ. . . .Date Of Permit. .6W91 . . . . . . Applicant 4.40. �)T4WR • • • Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate.P/10t. . Fee Submitted: $. . . . .o-_)'!� . . . . . . . . . . . . . . . . . . . . . . . . . . /"3�2�P 6#4zx. . . . . . . . . . . . APPLICANT 6ZA, .SG y 3 6 c� 0? -b APPEALS BOARD MEMBERS Southold Town Hall Gerard P. Goehringer, Chairman c� yfe 53095 Main Road s P.O. Box 1179 James Dinizio,Jr. RLuv. UIC T Lydia A. Tortora O WN O7r SOU' F OW S�uthold, New York 11971 Lora S. CollinsALBA Fax(516) 765-9064 George Horning �O Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF JUNE 23, 19 Appl. No. 4577 - CARL AND LYNNE FRITSCHER 1000-98-1-7.15 STREET & LOCALITY: 135 PINE TREE COURT, CUTCHOGUE DATE OF PUBLIC HEARING: June 11, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The above-identified property is a corner lot located on the north/northeast side of Pine Tree Court, Cutchogue. This parcel consists of a total land area of 42,147.10 sq. ft. (.967 acre), and and the survey map submitted under this application shows that the subject premises is improved with a new foundation for a dwelling (B.P. #24539 issued December 8, 1997). BASIS OF APPEAL: Building Inspector's May 8, 1998 Notice of Disapproval which reads as follows: "Under Article XXIV, Section 100-244B, the nonconforming lot of 42,147 sq. ft. in an R-80 zone requires a minimum front yard setback of 50 feet. As-built foundation under Building Permit 24539Z and surveyed April 23, 1998 shows setbacks of 44.7 and 47.9 feet." AREA VARIANCE RELIEF REQUESTED BY APPLICANT: The setback variances requested by applicant are for approval of the "as built" location of the new (dwelling) foundation. The subject property is a corner lot with three front yards, and the setbacks are less than the 50 ft. code requirement at the westerly yard (44.7 feet) and at the easterly yard (47.9 feet). The foundation survey dated April 23, 1998 was prepared by Joseph A. Ingegno, surveyor, and shows the actual footprint of the proposed dwelling construction plan (which dwelling construction plan was approved under Building Permit 24539Z). REASONS FOR BOARD ACTION: Applicant has constructed the foundation of a newhouse pursuant to a building permit and in accordance with the plans for such house submitted with the application for the permit. Those plans do not allow for the full 50 feet of setback required by the Code on the easterly and westerly sides of the house. Page 2 - appl. No. 14557 June 23, 1998 ZBA Meeting Parcel 1000-98-1-7.15 (Fritscher) On the basis of testimony presented and personal inspection, the Board Takes the following findings: (1) /'Applicant's lot is bounded by private rights-of-way ori� three � side's, 'resulting mi there technically being three front yards. The \ rights-of-way are rough, unpaved roads and those on the east and west sides of theproperty do not run to any destinations north' of the property. (2) Because the foundation is already in place, applicant needs the `, requested variancein order to avoid incurring very substantial ,expense. X(3) The granting of the requested variance will not produce an ,undesirabale change in the character of the neighborhood or Ndetriment to neighboring properties because the east and west yards are front yards only in a technical sense, and the shortfalls from the required 50-Moot front yard setback are in any event insubstantial. i (4) The requested variance will not have an adverse effect or ' Impact on physical or environmental conditions in the neighborhood. / i A'he Board concludes that the following action is the minimum ecessary and adequate to enable applicant to construct the house *tile also preserving and protecting the character of the n�ghborhood and the health, safety and welfare of the community,. RES LUTION/ACTION: On motion by Member Collins, seconded by/ �VIemb Horning, it was .� i RE VED, to GRANT the variance as applied for. VO# OF THk$rO;ARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TOR RA, HORDING;, and COLLINS. This Resolution was duly adopted-,,(5-0). ERARD P. GO"EHRINGEIC, CHA AN 98-1-7.15 Approved for Filing ELECTRICAL INSPEC'T'ION SERVICE INC. 375 DUNTONA VENUE EAST PATCHOGUE,NEW YORK 11772 (516)286-6642 23663 DATE: 6/2/99 APPLICATIONNo.ONFILE VILLAGE: Cutchogue TOWN: Southold ADDRESS: 135 A' Cj2 rt ISSUED TO: Carl Fritsher -INTRODUCED BY.• —�j-Brancato EleGMs— —_ -_. _ _ _____- __ _ _ __LICNo:__ 3618-E was examined on 612199 and found to be in compliance with the Nahonal Electrical Code LOCATION: Base.. xxx I st xxx 2nd xJ:x 3rd Attic Det.Garage Hof nib Pool SWITCHES RECEPTACLES I FIXTURES I HEATERS I FANS ffS:ER:1V1ICE AIR.COND. 84 90 105 2-Exhaust 1 DISHWASHER DRYER CLOTHES WASH. GAR.DISP. RANGE OKEDETECTOR 1.2kw 1-30Amp. 1-20Amp. 1-40Amp. FURNACE OIL GAS CIR. MOTORS BELL TRAM CONNECT 7-F j s rngSA 1 200 UG OTHER EQUIPMENT 2- 1/2 HP Garage Door Opener, I -40Amp. Special, I-20Amp. Compressor I -2004mp.Disconnect, I -200Amp. Sub Panel, I -100Amp Sub Panel I -30Amp.A.C.Air Handler, 1,60Amp.A.C.Air Handler 1 -20Amp.Microwave, 1 -20Amp. Whirlpool, 1 -2a4mp. Water Pump l i HUGO S. SURD! PRESIDENT BUILDING PF,RMIT No. Th<s cariacatemustnomealters]m a,rymanner ] pe mmaybe,dmtifiedbythin¢Menhals BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE ..r SUTFOLIr Town Hall, 53095 Main Road CC45 Fax (516)765-1823 Telephone(516)765-1802 P. 0. Box 1179 Southold, NewYork 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C .A T 1 0 N DATE: I Building Permit No. owner: afilej- /,;3el (please print) Plumber: �� )&�"(A 4�4� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ;�a�ure) (Plu Sworn to before me this '2 day of ��,n 19 Notary Public, I,-�41 County 4 'a-;'ee'C/c- TERESA&BRACK N0,01SR5064236 Notary Publio,State of Now York Qualood In Suffolk County Mv,Gularnlown EXJ(06 AuQ;'JX, COD Town Hall,53095 Main Road Vk Fax(516)765-1823 P.O.Box 1179 CP Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 23, 1999 Carl & Lynne FritSCher 135 Pine Tree Ct. Central Islip, NY 11722 To Whom This May Concern: we are unable to complete your Certificate of occupancy because of the following reasons : XX An application for Certificate of occupancy is not on file. (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 XX 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 # 24539-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ V<FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE� INSPECTOR re..tWn..... ... .. _. . P lL•Lil tlllil a: IQS i 1till 101111JIVI'�, CUUllli IIII; la '�1�CJ Ft I t t 1111 A•1.1011 1!1'1'] 0 tit ! >_ e n 11111!i11 FRAIM h W— xz 1'1.111 I II I HO J' *i ------------------------ --- ..--- . --G�"� I IMIII.A'i'11111 ,14"t 11, Y . • !1'I'A'I'I'. I!111i111!Y / � e I'Illn 1. SQ ...._........, .............,.. .. A11111'I'll •CUtit ------------------------- - �� �� . to- Georgia-Pacific Corporation Michael George 24 Jul 1998 8 50 am 4300 Wldwood Parkway, 2nd Floor , Atlanta, GA. 30339- (770)221-2565 FASTSeamO En ineering Analysis 0 1996,1997 Georgia-Paci/ic CorporaUon Version' 2,0(95lNT) Build 2.p.1.7 Project 6 . BD In ormatlon ENCS E_0_NLUM Mark# Joist - FJ1 Desc : FLOOR JOISTS BELOW GREAT ROOM Usage Joist(Floor) Repetitive : Yes Spacing (In.) : 12.0 Max Dell LL= L/480 TL = L1240 Composite Action . Yes ('See Note #9) Lj 3.5", 565 psi 3.5", 565 psi LJ 3 5". 565 psi I 15' 6" 6' 0" —� LOAUS Pro/ec(Deslgn(,pads:Floor Live=4 p�OpsR—_ Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start @End @Starr @ rld Span# Starts Ends Additional Into pcg en Uniforr ""- 40 100, 0 X77 21'6" if"o c UmfoFm oa ( pacing Sensitive 'Dimensions measured from left end when span#is 0, otheryese, from left end of the specified s a Ll PA7"7 ERNY_(4=spanToadedj 1 2 3 ' 1 2 3 Max R'n 322 785 106 r Max 100% 258 626 112 Q�' NE Min R'n 61 157 -'141 Min 100% -3 131 -135 µ �' DL R'n 64 157 .6 Min Brg(irl 1 75 3 50 1,75 �. Stiffener NO NO NO W SDPPZSRTSf� 1 2 3 � , t Max Win 322 785 106 4' Max 100% 258 628 712 ' Min R'n 61 157 -141 750 2- Min 100% .3 131 A OL R'n 64 157 . 35 Min Brg(in.) 1 75 3.50 1 75 Stiffener NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 449 1 15'4" 21 1080 100% 042 M(ft-lbs) 1070 1 15'6" 21 2247 l00% 048 Ltrtn(lbs) 322 0 0,01 22 10$0 100% 0 30 See Note#4 RtRn(Ibe) 106 0 21'6" 23 1080 100% 0 10 See Note#4 IntRn(Ibs) 785 0 15'e" 21 2160 100% 036 See Note#4 LLDeflom) 016 1 7'9" 22 0 39 U1187 TLDefi(in.) 019 1 7'9" 22 0 77 L/956 LLDefI(m.) -001 2 3101, 22 0.15 U5�10 TLDefI(in.) -002 2 31 P' 22 0,30 U4)95 USE: WIF 30 9.50" 12" o,c. oOV odTBeam Is aFracTemark of Georgia-Pacific Corp, NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports, 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Design valid for dry use only, 4. This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction, Therefore, when reaction values are required,use Max R'n from 'Supports'saetion above. 5. goal length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized foe residential use.A concentrated load Check,per the building code, must be performed for commercial uses. 7. Provide approved uplift resistance of supports with negative reactions. 8. Max/Min reactions are based on the oppiicable load combine lon5 outlined in the notes. Summation Of max/min reactions for various DOL may not match total max/mle,reaction. 9. Floor sheathing of 314"nominal APA rated OSB or Plywood must be glued-nailed tololsts and spacing must not exceed 24"o.c. Live del exceeding L1480 tint recommended(l L1506 i5 OK). 10, Company,product or brand names referenced art,trademarks or registered trademarks of their respective owners. 11 Load Combinations: 10=O, 20=D+ 100%, 30=0+ 115%, 40-D+ 125%, 50W b+ 133%, 60=D+ 100%+ 115%, 70=D+ 100% + 125% , 80=D+ 100% + 133%, 90-D + 100%+ 115%+ 133%/2, 100=D+ 100% + 115%12+ 133%, 110=D+ Commer"W Ld I'll 12. Group=Load Combination Number+Load Pattern number. (Forslmple span, Ldad pattern= 1 for LL, 0 for DL). £0i£3'd OS£TSZ£9TST6 01 £ZTL ZT9 OLL03b MW-3S NE7 ON3 d—J � 80:£T 86, LZ 7nf FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: MaY.8=. 1998. . .. . . .. . . . . To Carl Fritscher 12, Roma . .... . . . .. . .... . .. . . . .. . .. . . ... . .. . .... . .. . . . .. . .. . . ... Central, Islip, New York 11722 PLEASE TAKE NOTICE that your application dated October.28. . .... . 1998 . . for permit to construct a new sinI .. ...i .Y dwelling at Location of Property .. .135 . . .....-- Pinetree Ct. Cutchogue .... . .. . . .. .. .. . .. House No. Street Hamlet County-Tax Map No. 1000 - Section .. .98 .... . BLOCK .. ..I. .... . LOT . . .7:15...... Subdivision . .. .. . ... . .... .... ........ . ... . Filed Map No. .. ...... .Lot No. ... . ... is returned herewith and disapproved on the following grounds . ... . ... . ... . . . ... . .. . . .. . UnderArticle %XIV: Section 100-244-B, the nonconforming lot of 42, 147 square feet ... .. . . ...... .. .... . ....... .. .... . .. . . ... . ... . ... . . . ... . ... . .. . in an R-80 zone requires a minimum front yard setback of 50 feet. As built .. ... . . . .. . . .. .. . .. ..... . ... . .. . . ... . ... . ... . ... . ... .. . ... . .. .. . . ... .... . .. ... . .... .. .. . foundation under Building Permit 24539-Z, and surveyed April 23, 1998, shows setback . . . . . . . ... . ... .... . . .... ... . .... . .... . . .... ... . .... . . . .. . . ........ r gf.44a?.and 47:9 feet: ... . ... .. .. .. ..... . ... .... ........ . ........ .... ... ...... .,.... .... . ... . .......... .... ... .Act iVO.tegVl;ecJ.4y.49ning.Board-of AQQeals:........ ... ... . ... ....... .... ........ .. .... . .. . ... .. . . .. .. .. . .. . . .... .. ... . . .. ..... .. ... . .... ... . ..... . . . ... . ... . .... ..... . .... ..... .. . ... . .. .. . ... . .... . ... . ...... ...... ... . ... .... . ... . . . ... . .. ... . .... ..... ..... .... . . .. . .. . ... .. . .. .... .. . ... ... . ... . ....... . ... . .. .. ... . . .. . . . ... .. . ...... . . .. .. . . . ..... .... . . . ... . . . . .. .. .. .. ... .. . . .. . ... . .... ... . .. . . ... . ... .. .. . . . .. .. . . ... . .... .... .. . ... . . .... . . . .. . .. . .. .. ... . .... BUILDING INSPECT RV 1/80 rV1At Nn 't TOWN OF Rb(ITT iC)I,U Ia(111-1)INC7 O1?I`A it't'i\f[:�1'1' TOWN CIj-RTlr'S Uri'iCi: , 50t71to I.D. N.Y NO'a"IC-- or• D SAITROVAL 9 , pale -✓�� , . . .! . . . TO / �.�Pf� . . . . . . . . . . . 1 PLF.•nS%.i nKli NOTICE- lhat Yqur appaicatimt daacd . . . . . . . . . . . . . . . . . .• 19 . . 17 ` for permit Io . . . . . . . . . . .r�,./ �1.['.�.1/1^ . . ral Locxlirnl of Property /sc§:-. . . /- --vep ! . , . . . . . . . E' 140,,$R 'Va. p $Irani " " ,,fy/.a. .�nlnl Connly l-ax \{ap Mo. 1000 Section . . . . . .� . . Block . . . . . . . .1. . . . Lot . "�!/c5. . . Subdivision r . . . . . . . . . . . . . . . . Red Map Mo. jy�Lot No. . . . . . . . . . . . . . . . . . is rctrn'ned herc`vi(I a 1 tlisapinovn1 nn the following gronnds � . - . . . . . . . . . .eve . . . . . . . . . . . . . . . . . - - - - - - - - - ��- <,�`"- �?��,.3�','�- -. - `:z"`"°fit`-- - • - j .. . . . . • . . . . . . . . . . . . . . . . . . . . - . . . . _ _ . . . . . . _ _ . �_ _ . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . , . . . . . Buzad=nq �uis�=.ct:or• Rv o�OSUFFO(,�-�,D Town Hall, 53095 Main Road y Fax(516)765-1823 P. O. Box 1179 Telephone(516) 765-1802 Southold, New York 11971 • OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD STOP WORK ORDER TO: Carl Fritscher (Nicholas Capua) 12 Roma Avenue Central Islip, NY 11722 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 135 Pine Tree Court, Cutchogue NY 11935 TAX MAP NUMBER - 98-1-7 . 15 Pursuant to Section 45-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded BASIS OF STOP WORK ORDER: Foundation does not have required 50 ft. front yard setbacks as per Article III Section 100-32. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When conditions are resolved Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 5/6/98 John Boufis BOARD ON HEALTH . . . . . . . . . . . . . . . D NORM N0. I 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD URVEY . . . . . . . . . . . . . . . . . . . . . . . . YYYf BUILDING DEPARTMENT CHECK . . • OCT TOWN HALL �EPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 6LDG.DEPT. TEL: 765-1802 NOTIFY: r� CALL . . . C...6 . Ew�nined.P/� .... 19.... (� G� MAIL TO: . . . . . . . . . . . . . . . . . . . . Apprwed..�.. 9 ., 19.... Permit NoA 1Y.f.. 1e .................................... Disapproveda/c .................................. .................................... (Building Inspector%/' A P ,ICATION FOR BUILDING PERMIT �f 7 p q Date. . ?�.Q. . . . . , 19. INSTRUCTIONS a. This application oust be completely filled in by typewriter or in ink and submitted to the Building Inspector wit] 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 mist be drawn on the diagram which is part of this application. 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 issue 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. APPLICA•frtN IS 1EM-W 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, std to admit authorized inspectors on premises and in building for necessary inspections. ..................................................... (Signature of applicant, or name, if a corporation) . ................................................... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Q.l.4J/l/.�.�Q......l.G/.,..... ;...//................/..........;.........................L........... Name of owner of premises .6'.....!(.�J� �.... ...Vf/ . U ... (�. 27 /G�/dL�O v(J/�`C ���fee/ ........✓........ ,/ ......... (as on the tax roll or In t deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (N.-me and title of corporate officer) Builders License No. .. .� ..... Plumbers License No. ..1;�4(,/iv...�.(�p•- Electricians License No. .�Cc%N.. �P .... Other Trade's License No. .................... 1. Location of land on which proposed work will be done.J.ff,/E�c.(..l!v. ..Y.tt}?.L 1.. ..�tt!� ......... �AJ^ s�1 ................................................................................................. (louse Naber Street q H''Hamletun County Tax Nap No. 1000 Section ......F.? /-�.... Block .....4/../...... Lot .....f'.. 5 .. - Subdivision ...................................... Filed Map No. ............... Int ............... (Name) 2. State existing use and occupancy of premises intended/use ant `oc ney o/f proposed construction: a. Existing use and occupancy .......(.��it✓t/`/Sr.il eC(.o� U`G/.......h.�. ..................... b. Intended use and occupancy ....... lN�,(. ....��i�?�Y/F......�.G�.SI e!!! .e-......... �t /,�,.... Addition ' " ,. • it 3, MhCure of work (check wlaida a icahle): New Building .. :.: Alterati0i'".:'::`,' :J.., flelair ............ Removal �......... Demolition ............ Other Work ....................�' ,l !.`..... l (1) ' iption) Li 11 t • E. 4. Estimated Cost ........�... t�`�••••• fee .................... i g (to be Raid on thin this apRl„crl� t�t3(i"")tFo,,, f a 5. If dwelling, units .....1...... Bomber of ckaellin units on ea a oor ....../.......... Ifgaragerimberofocars ....;l�, ... ..................... g G. If business, commercial or mixed occupancy, specify nature sail extent of each type of use...................... 7. Dimensions of existing stnacturin, if any- Front................ Rear ............... Depth ................. height ........................ I: Number of Stories ...................... Dinensions of same structure with alterations or additions: Front ............... Rear ............... Depth Ileirt ................../.. limber of Stories ........ A S. Diieensions of entire new construction: Dont ......6.q....... Rear ........./..... ❑epUh .......1....... / •���11 flet at ...V 1...... `...I Nnrber of Stories .... ...... ..... Cl9I��✓�!R otI Sago a? •• c •e 9. Size of lot: Front .... Rear .... Y . .lY.... ..Q�..... 10. Dale of Aarchase ..L 1404f Name of Former own r ,,.,J. ,........ .............. 11. lone or use district th�id�romises are situated ... eJ�/.4/. �Q..................................... 12. Does proposed construction violpte any zoning law, ordinance or regulation: ... A10............... premises .......... Wil ewre/se@ fill due removed from/wren s/eat: YES IG. Names 13. Will lof lieregraded of sesN 'a S:. J £rrR�t�Acklreas /K.�0'l4. ti1FS� IIZ?.?Ftxxte No.K/��iyg;07SI Name of Architect S°�a�`/ �il�r!.A/21�...JJ/tt..... Address . I.�GYNJC.�A�Fi�M1l„ tlwNNFtwre tio(s�s� 7?'FV©O6, v l�PcJQ . 717$7 Nage of Contractor ...... .............. Address ..:SQ,JIr t'i...,...........,......Ilaone lb y/.(o)3 K F:0.7.y . 15. is this property within 300 feet of a tidal wetland? * YRS .......... No . ✓Y�.. *IF YILS, SOUN[AD TOWN TlaISrEgs PERNrr MAY RE IiE[ jiRi D. ++ PLOT DIAGRAM locale clearly and distinctly all lxtildings, wlaetiaer existing or proposed, and indicate all set-back dimensions from property lima. Give street andliblock umber or description according to deed, and ehow street tames and irdicatet uAkether interior or corner lot. I a OOIINIY�A .. YCA2K, S,.•.....G.. /��.!.Jed ..................being duly sworn, deposes and says Lhat he is Lhe applicant: (Name of individual signing contract), alxwe named, Ik is the 4...... C'NN x?tcl'�Z JC ..... ...... ............................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duty aUllxirized to perform or have performed the said work and to make and file this algilicaLioa; that till statements contained in this application are true to the best of his knowledge and belieH,," and Lhet the work will.be perfoned in I.he sinner, set forLh in the application filed therewith. ScxnrnLo�fo� me this � ...day o' ....`... ..... 19... ...... / Notary Rflnlic .! �/�f I• �y (Signature of Applicant) RONALD GOODSTADI NOTARY PUBLIC, state of New York QualifieNo.n4772910County .r/-�� r Cmmmle@lmn Expire@ MAY 81, 1 ' 1 bf +e , • �+` rip3 t?rr��;<syr U 41.1 1 Rw orio 74 . )K PROPO, of 1 i, ,f s4f n<i %tLL. ., x rn +aa➢ d�lJ Yui r it } O� � M a Y Co eJ(paXS dXSJT*Nn , {� 1! {1 YJR�• V�aT �V _ I r x f � + d R,1i r`l,b if�"•f a J � i .. � q n 1,11 Mt s I !R + a , v�� �'�J3�wq., yR �5,`{� yy w/}u l4 +Gf�ty„��1 F of t YS { 5 1 L 1 .•< It tt t fn l' 1111���i�1111.• 1 5�1� ' N""FM �a!nrS�'pin -0 l 'Uay�'`.+ �. ♦ ' 4,11 4, , ` � 3 " �ri4� i " �''E 6 � �$b �J SJq 4 fjtT • • �' l� } �� �ynH err ,b��""��A �3��' r"it��`T,.� � x� f, ' ,s ' ` Mi+y ,� v �:d + dAt�{�") r�{iti+ +"'ar ' •, i t r CPAp . ♦ 4 .ep� I. f O IQ d r ppyy ♦ C 9 d ! Q " d•• 1' 765.1 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY c REMA K5: !/L4-� t9-t �✓ . r DATE_ � �g INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ 7] R PLBG. FOUNDATION 2ND [ ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE / INSPECTOR M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: K � dl�- - - DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: ti DATE �S INSPECTOR // 765-1802 BU DING DEPT. SPECTION [ Or FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: , DATE �� INSPE r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY / REMARKS: f� DATE INSPECT EpY fo0 O Nom_ 00 SURVEY OF PROPERTY s SITUATED AT G CUTCHOGUE TOWQl �t'esP�G WWF. ate= NOF O SUFFOLK COUNTY, NEW DYORK �1GtPeE� c^ S.C. TAX No. 1000-98-01 -7. 15 SCALE 1 " =20' AUGUST 30, 1997 APRIL 23, 1998 (UNDER CONSTRUCTION SURVEY) a r th AREA = 42,147.10 sq. ft. 0.967 ac. � v > �0oNp CERTIFIED TO. VA rCf'i CARL FRITSCHER LYNNE H SAFE HARBORTITLEAGENCY TITLE No. S—SH 971137 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK \ M1W n \ ° e eo / GE \ i GP P REP \ �1i P a� \ 1 � P ) ♦ •, . 4 a,.S 6 ' 4Lo UNATHORIZED ALTERATION OR ADDMON THIS SURefY IS A N YO OF SEON • ° • � C1� Y�{]IV l EDUCATIONZIDAW� TME NEW EW YgiK STALE COPIES OF THIS SURVEY MAP NOT SEARING THE IM'D SURVEYOR'S INKED SEAL OR • .. EMBOSSED SEAL SHAH NOT HE CONSIOERED TO BE A VAUa TRUE COW CERrIFlGBONS INDICATED HEREON SHALL RUN `\• • . • ♦ ' ONLY TO THE PERSON FOR WHOM THE SURVEY 6 PREPMLTO THE ' • • .. ° LENNDDING IIPAN AND ON HIS BEHANSR11100ON LRINBEHALF TO HEREON•CY AND O TO THE ASSIGNEES OF THE LENDING INST— ° • ' ♦ TUTON. COMIRCATIONS ARE NOT RUNSFERABLF. ° THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE EXISTANCE OF RIGHT OF WAYS • eE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. AND/OR EASEMENTS OF RECORD, IF e y ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED y , � STAN6WDSIN ACCORDANCE WITH ME MINIMUM FOR TIRE SURVEYS AS ESTABLISHED BY THE t �r I2 FOR SUCHALS. AND USE BY ME NEW YORK SIATEPROVIT) AND OPTED V O Joseph A. Ingegno `R PeE • • �� ���_^,�y1 p MME ASSGCIATON O D_ Vt3 pp s Land Surveyor MAY 1 139 li+ � ���5y " °FT6m '""".- „� � Title Surveys — Subdivisions — Site Plans — Construction Layout 6i r,.,:�F '� TOWIJ OF SOIITh�plp _i PHONE (516)727-2090 Fax (516)722-5093 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 49668 One Aguebogue,DNs. Yion ork 1 rk11931 Riverhead, New York 11901 97— 6AA I / i o0 1� 1�5 SURVEY OF PROPERTY I s oP gro `' SITUATED AT O IF t4s Nie N CUTCHOGUE QP�4(G1P48Pe'�S ew TOWN OF SOUTHOLD VIA SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-01 -7. 15 x P aPo Eo SCALE 1" =20' vceu �� AUGUST 30, 1997 H No sr x o � 0e AREA = 42,147.10 sq, ff. 4j,, 'A 0.967 ac. 106, _ '(•� 1LJ1 N�. o 1.04 g� OADI m� CERTIFIED TO: CARL FRITSCHER 0 LYNNE FRITSCHER ytPPE' • dS M L§ NOTES: x1. EXISTING ELEVATIONS SHOWN THUS:AU ARE REFERENCED TO AN ASSUMED DATUM. 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7' DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. i-- I� • 4.. ZONING USE DISTRICT: R-80 b vt B o "XP R X C, o n @r m o f 'lti< e P om o ^p,� I '�+ yy TEST HOLE DATA S�q ov ' ,/ I'r� Q (TEST HOLE DUG By Al OONA 0 FO I A ON AUGUST 15, 1997) e • dd• • 5� 00 • a•+ • d a 1 ,..G� d ' • 4,• • • .x,D'^" • PNC 9ROM1 O-um SP _ m wui,e[srNu A IT '• • 0 AS1MG��,Q� d .aKP1Y 'd ROA �0 v) . � TE �El SUFFOLK COUNTY DEWARTMENrOFtEutHSERVICES " � o • • d �� \pg Vtv \p"DF- IYJIA�1Y"APPROVALO/CORNMOCpFDNtWIA Torr�Hll°sNu°m`E�vr40"e NounoAN00oFON d'' 55pGO� !HOLY ONLY ESDUGWON UWOF THE NEW YORK 9TAIE cE DATE 91172-7, ' • .4 ' }L rO IEHELLO U°RVEYOIt�'9 iNIQA Ng OAR ING d' - APPROVED •���et�ww� 7'/ ra a �°vwo rreui cow at WI SIDERE. • ••• I. d PDR MA70MIAIt OFA ONS INDICATED HEREON SHALL RUN x T ONRLy t0 THE PERSON FOR WHON 'IHE sUFNEY Is PkEPAgED, AND ON NIS BEIMLF TO THE EXPIRBS7HRHEYE/IICEFROM DA7'80PAPPROVAL mtECOMPAxr. covERNurmAiADET+crAND •, LEN NO 1 N N51ED HEREONAND TO ME ASSIGNEES OF THE,LENpINO'NM HRION. CERfIMICAN S ARE W TRANSfERNRtE N x THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE EXIST E of RIGHT OF WAYS e• OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. AN OR FAAN$0E AN NOT SHOWN OF REC6Uh' IF .. R GUARANTEED. PREPMED IN AGCOgDANOE WITH,THE MINIMUM F H��R ��YEDRNSA �Ho Joseph A. In no F BY THE NEW YORK STATE l5H a Y d• , Land Surveyor J PGPNt ya 9 ,rt 1F tttb SNm Y- — Subdimegne — s;i, Pope — C,.fmctlon 49y°O! VACANT A PHONE (516)727-2090 Fax (576722-5093 _ '�OFN y0oFacEs tMALAG ADDRESS ;ocArFo AT " One Unlgn'$gwro Pd. hoz 1931 A9 e6o9ue, New York 77931 RI-rhe odNWW,Yod• 11901, - N.Y.S. LIC. No. 49688 . „ 97— ':' OV o� SURVEY OF PROPERTY SI T UA TED A T CUTCHOGUE ojF14s �' N TOWN OF SOUTHOLD 1111yv �` o� SUFFOLK COUNTY, NEW YORK 4 Gi1000-98-01 S.C. TAX No. — 7. 15 Y99 � SCALE 1 -20 AUGUST 30, 1997 b APRIL 23, 1998 (UNDER CONSTRUCTION SURVEY) WELL JUNE 9, 1999 (FMNAL SURVEY) (AS LOCATED ON DATE OF RNAL SURVEY) �� 4 AREA = 42,147.10 sq. ft. 0.967 ac. 00�°4 \ ` \ � NOTE: r S.C.D.H.S. REFERENCE No. R10-97-0146 CERTIFIED T0: CARL FRITSCHER LYNNE FRITSCHER ` O . N Y V. SAFE HARBOR TITLE AGENCY �� \ lY TITLE No. S-SH 971137 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK \ r{ ULSTER SAVINGS BANK \ d�a SUFFOLK 'OUNW DEPAlt1t'ME a OF IFmj„'!I`y APPROVAL OF CONaRUC1191lf Wei"jr0a A SINGLE FAMILY R=f)ENCz a • y'e' .f ." . ..'' :k(iS �Lad ICY supply a.,".: i m�'�1 ejb 1 pcaltor,have 17t1?tP!/ r "��r t1� " r d�}:"�qAM���+z:ar.x 33` ?C O , �'. hem IYO(e9 WW found to 5/ / • •• �Q\Q�' ,: G ir.;':fi t.lutaiy k"tiat"'��i, ;` a l�e'au"O(�.' 1.,,-4, •�(J qL�-e?p W. `��� �� � PSoaR�t vim• k1� / � d• �P-G 1 . Opt COO 4 a ° d• YOOd ° ° O a d 1 -• �\ ♦ ♦ a ♦ • ° • • d ! _' •• a .. Al • d\'a • ea ° • a ° •\. d d e e e 13 �P \ • •.♦ e e \ ♦ : d ♦ d ` ` A -A _NA 4 4 d . 41 • Y� is •��+ 'oo, \` '`l G • . co • .. O 6 a 0 gL UNATHORIZED ALTERATION OR ADDITION S a ° e• • ♦ ��� TO THIS SURVEY IS A VIOLATION OF • ♦ ��� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. •. • • d C" COPIES OF THIS SURVEY MAP NOT BEARING • • •• Q• YYY THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL. SHAH NOT BE CONSIDERED • • • d ' ` • TO BE A VALID TRUE COPY. d CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY e • • • • IS PREPARED, AND ON HIS BEHALF TO THE .L .d ' ♦'. '• :d .♦ TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND •' • .. AATO THE ASSIGNEES OF THE LENDING WTI- •'' a' ` "ON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ND/OR fiA3CE OF MOF RECO DAYS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ANY, NOT SHOWN ARE NOT GUARANTEED. a . .d • PREPARED IN ACCORDANCE WITH THE MINIMUM �. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A OR SUCH THE USE BY THE NEW YAND ORK STA ADOPTED AND Joseph A. � TITLE ASSOCIATION. Land Surveyor . •a' �p ityGe c 9 LU 0 Title Surveys — Subdivisions — Site Plans — Construction Layout �j PHONE (516)727-2090 Fax (516)722-5093 6�O OFFICES LOCATED AT ktAR G AtjORM TE 01F N.Y.S. Lica No. 49668 One Union Square P.O. Box 1931 Aquebogue, New York 119311 MmwtHead, New York 11901 Ae 2- -tQ', r. A, 44� 6 �u '-J-M L,,5,WMI, lw, M v wAy fy . ...... pow= is d N.. 0 "s �tk A', Mr �7 1, -t 71 ('n Zot 14 11 261-4p Z-01 -0 Oro 21 12' Ito'* PLUM CJDNCPM P9M MWTWo APP". or I` ------- ------- -- --- ------------------- ----- ---------------- AM A099 HEM RNK A5 W x 43 1� 0 0 - IT,ILI Lu U !/l�ELLAR 44' POLO= COC & , .AD (n FON. 19L nv* RM X HEAT OMT C14 W&L. 04TRY W�UNIT - J I fr Ir L-A" GIMCE +- -_,_,..-««--- ---------- ———————————— "1-15 ul 4'-4# 5 W 71-2* 12'-2' 6r—fir 101 41 I Aakilf Wa,AS YAM C4 2X10F JSTS. 2X10 FL. JSTS. 10 FL. J5T5. i L 1(011 o c @ 0:c. 40 N @ UNEXCAVATED FILL AS REQUIRM AND COMPACT AM IW�AS Mft _j -PROVIDE BEAM POCKET GROUT BEAM NX 11 O co 8R -00 41 38 20'-8' —— -;7- 7 7 -I r-------- ------ I - 61 ,co 4A r Ll- 2* ZD �2 co - - ---- -----'-----__-__i0 -ON ,21 12t-00 I wr !2'-4" 25f-00 1041-00 ry FOUNDATION PLAN 5CALE- 114"-V 0f7 i arll r zopo4m r. All,IV, I f:1 sr a'4 F. 3. e. X r o o � v o � C a c`1- � ram oN o o c 'L-� � m u O O O Q O O O Q W O O Ln ti 0 ti c, CHELt WITH ARCHITECT ON OR AL SPECS FOR FLITCH _ — $— �— PLATE BEAM IN THIS HEADER. 0 0 0 W o 0 0 H H o 0 0 J Q Q m Follow details from 1st page Q z 0 _ J ~ F21 GPI - WEB STIFFENERS / U o 0 0 1 1 f// J Ji LJL 0 CONCENTRg ED 8 LOAD 0400H ABOVE i J 4) F9 W d of g_g_ \ - v U O N H NO \ N n — I I Z / CDW / J W U Q W N cD I In I O Oc DN I ��I 3 W 1 - J I _ I I l it 1 v USE WHEN CONCENTRATED LOADS EXCEED 1000 LBS. INSTALL STIFFENERS PER DETAIL F10, BUT TIGHT AGAINST TOP FLANGE AND v GAP AT THE BOTTOM VERIFY ADEQUACY OF JOIST TO CARRY (v II , CONCENTRATED LOADS. r1 -7 1 kU7 Im j i I l ' 1 Li _u I I OPEN TO ABOVE CQ I I I 5 I II it li FSA O r0 J V cc 4-1 I I � I I 1 c 6, m I I , 1 L d Note: O M The attached take-off represents G-P Engineered Lumber material needed to O frame layout (s) shown based on the interpretation of Georgia-Pacific 2nd LEVE L FRAMING PLAN Technical Services, but has not been reviewed by a G-P engineer. Q M Purchaser is to verify material quantities, Lengths, locations, and sizes, and resolve clouded items. Q MATERIAL LIST Specified products are sized only for gravity loads shown. These toads O o Mark Oty Length Product Ser/Gr Size Description should be verified byg areas the purchaser. If additional loads or framin need to be accounted for, notify supplier of G-P products so that 1 30 14 ' GPI Joist 25 9 1/2" material can be sized and price adjusted. Unless noted otherwise, hip, 2 2 34 ' GPI Joist 25 9 1/2" valley and ridge boards have not been designed and no products were 00 3 3 38 ' GPI Joist 25 9 1/2" designed to resist the building 's lateral loads. -N 4 3 12 ' GPI Joist 25 9 1/2" Z V 5 10 24 ' GPI Joist 25 9 1/2" Prior to installation, review layout with applicable product guide and/or 6 1 28 ' GPI Joist 25 9 1/2" installation sheet. If this information is not included, contact your I I ( ) 7 5 18 ' GPI Joist 25 9 1/2" supplier of G-P products. Coordinate building plans 8 details with this I I I J 8 2 22 ' G-P LAM LVL 2. 0 1 3/4"x18" 1 @ 2 plies Layout. To prevent member damage from plumbing or mechanical cuts, 9 2 24 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 2 plies review this layout plan before placement. Follow I-Joist web hole charts -� 10 2 14 ' G-P LAM LVL 2. 0 1 3/4"x11 7/8" 1 @ 2 plies Do not cut material beyond scope of product guide (s) without prior approval, H 4- Q Important / Read 11 4 22 ' G-P LAM LVL 2 0 1 3/4"x11 7/8" 2 @ 2 plies Glue and nail minimum 23/32" APA Rated OSB or plywood to floor I-joists. 12 2 6 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 2 plies 13 1 8 ' OTHER 0 0" Use fastener schedule for side-Loaded G-P Lam or MasterPlank LVL beams. � \\ This drawing is not to be used as a Take—Off Service. You are 14 1 4 ' OTHER 0 0" For proper instal Lation of hangers and connectors, fol. manufacturer 's ! , responsible to make sure that you agree with the applications 15 8 8 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 4 @ 2 plies guidelines. Connections not shown are by others. U shown On the drawing. The purpose of this drawing is to give 16 2 18 ' G-P LAM LVL 2. 0 1 3/4"x11 7/8" 1 @ 2 plies Roofs shall have adequate drainage to prevent ponding. the basic concept of framing with Engineered Lbr. and an est. 17 4 10 ' G-P LAM LVL 2. 0 1 3/4"x11 7/8" 2 @ 2 plies These products were designed for 'dry use ' conditions only, and must be of material , based on building the structure a5 you see it On 18 3 14 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies protected from tong term) exposure to high moisture Moisture protection this drawing. If changes are made when constructing, this list 99 1 106 ' GPI Joist 25 9 1/2" Blocking (by others) may be requilred. I of material will not correctly represent your needs. 20 1 106 ' FiberStrong Rim 9 1/2" Rim ��---yy---- Follow safety procedures and details in literature that may not L L be included in this drawing. If jou do not have up to date lit— " Total GPI25 9. 5" Rim/BLckg = 106. 0' erature or your , not sure, con tac yb our lumber dealer and ask FiberStrong 9. 5" Rim/BLckg = 106. 0 ' (4 @24 ', 1 @12'rLU for Georqia—Pacific Engineered Lum er Catalogs. There is 1 o catalog For both GPI and WI series I joists one for each of the beam and header products (GPLam and the 3000 Fb Glulam) . Z GPI is a Registered Trademark of Georgia-Pacific Corp. Scale 1 ' -0 " = 1 /4 F-i G-P LAM is a Registered Trademark of Georgia-Pacific Corp. FiberStrong is a Registered Trademark of Georgia-Pacific Corp. �l Actual shipping Lengths may vary. V J 1 Bearing 8 web stiffeners, fitter material, squash blocks, rim sheathing, hanger backer blocks, X-bracing, and other items to be provided by others, r unless noted otherwise. H 0 o CD o LL v 6598 x G z V � > I C � o a 0 N � OI o LL C U R! R a I- < Ln (S a � w o O O Q O O O Q O O In V O 0 0 0 16" o. c O O O Fq BLOCKING PANEL, INTERIOR z W 0 0 0 _J H v m VERTICAL LOAD TRANSFER = 2000 PLF MAX. Q J a 6 LOAD BEARING WALL MUST z STACK OVER WALL BELOW. - O O H 3 < Cc cc a Cc cc 8 W000 I BEAM BLOCKIN O O O O PANEL _J Q 4 J m L on 9 _ 'T U O N H (r) NOTE This olu n must he LjB le cu 4 /2' x 1, 2" f ear ng ace pport Load BD NAILS AT fi" 0 C. , r-- F -- r -- r- -7 r. -- I I LL L_ _J L J L Q > cD In Q L I I S *NON-STACKING WALLS REQUIRE ADDITIONAL CONSIDERATION. m U1 O Q I I *: J -- -- rCD ____L __ __ __ O L J _ ll 3 FSA RIM BOARD (A-1 B A A A VERTICAL LOAD TRANSFER = 5700 PLP MAX. M I � F_44-i G-P WOOD I-BEAM � G-P FIBERSTRONGm I RIM BOARD rr -� L-� O -I A CD I : FSA I mi 4-1 II ❑) Ed NAIL INIO I i EACH FLANGE \ TOENAIL RIM BOARD TO PLATE WITH (T� BO NAILS AT 6" a.c. (IJ�I I3) BU NAILS 1 1 AT CORNERS O M 1st LEVEL F ING PLAN Q m MATERIAL LIST Q Floor Joist Mark Oty Length Product Ser/Gr Size Description O 0 1 5 4 ' GPI Joist 25 9 1/2" Note: Flush Beam 2 8 40 ' GPI Joist 25 9 1/2" The attached take-off represents G-P Engineered Lumber material needed to 9 t GPI Joist 25 9 1/2" I I I 3 2 14 ' GPI Joist 25 9 1/2" frame layouts) shown based on the interpretation of Georgia-Pacific r 00 Dropped Beam 4 9 22' GPI Joist 25 9 1/2"10 ' GPI Joist 25 9 1/2" Technical Services, but has not been reviewed by a G-P engineer. 6 1 10 r 5 1 Purchaser is to verify material quantities, lengths, locations,I Beam BIOCking 7 3 26 ' GPI Joist 25 9 1/2" and sizes, and resolve clouded items. 8 1 16 ' GPI Joist 25 9 1/2" Specified products are sized only for gravity loads shown. These loads I I 1 50 9 6 6 ' GPI Joist 25 9 1/2" should be verified by the purchaser. IF additional loads or framing areas J FiberStrong Rim 10 2 6 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" @ 2 plies need to be accounted for, notify supplier of G-P products so that -�-I 11 2 2 ' G-P LAM LVL 2. 0 1 3/4 "x9 1/2" material can be sized and price adjusted. Unless noted otherwise, hip, 14— Wall 12 2 1 G-P LAM LVL 2. 0 1 3/4"x9 1/2" valleyand ridge boards have not been designed and no F--� Q 0 13 1 16 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" g 9 products were 14 1 10' G-P LAM LVL 2. 0 1 3/4"x9 1/2" designed to resist the building's Lateral Leads. ( ( �1 Important / Read 15 3 28 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies V 16 3 14 ' G-P LAM LVL 2 0 1 3/4"x9 1/2" 1 @ 3 plies Prior to installation, review layout with applicable product guide and/or This drawing is not to be used as a Take-Off Service. You are installation sheet. If this information is not included, contact your 17 3 20' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 lies responsible to make sure that you agree with the applications p supplier of G-P products. Coordinate building plans 8 details with this �' 18 3 40' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies Shown on the drawing. The purpose of this drawing is to give layout. To prevent member damage from plumbing or mechanical cuts, 3 19 4 4 ' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 2 @ 2 plies the basic Concept of framing with Engineered Lb r. and an est, review this layout pUan before placement. Fallow I-joist web hale charts. 20 1 99' GPI Joist 25 9 1/2" Blocking Of material , based on building the structure ru you 522 it ti 21 1 182 ' FiberStrong Rim 9 1/2" Rim ' ❑o not cut material beyond scope of product guide (s) without prior approval of m drawing. Ifi changes are made when constructing, this 1151 22 1 3' FiberStrong Rim 9 1/2" Blocking " of material Will not correctly represent your needs. g Glue and nail minimum 23/32" APA Rated OSB or plywood to floor I-Joists. Hangers Use fastener schedule for side-Loaded G-P Lam or MasterPLank LVL beams. Follow safety procedures and details in literature that may not A 5 KANT-SAG TH017950 For proper installation of hangers and connectors, follow manufacturer 's I I be included in this drawing. Ifjou d0 not have up to date lit- 8 3 KANT-SAG MSH1722 guidelines. Connections not shown are by others. I r75 0 erature or your , not sure, contact your lumber dealer and ask , lJ for Gear ia-Pacific Engineered Lumber Catalogs. There is 1 Roofs shall have adequate drainage to prevent ponding. catalogor both GPI and WI series I total GP725 9. 5" Rim/Blckg = 100. 0 ' —E O f0lst5 one for each Of the These products were designed for 'dry use ' conditions only, and must be �J beam and header products (GPLam and the 3000 Fb Glulam) . FiberStrong 9. 5" Rim/Btckg = 186. 0 ' (8 @24 ') protected from tong term exposure teex to high moisture. Moisture P 9 protection U (by others) may be required. GPI is a Registered Trademark of Georgia-Pacific Corp. ( (l G-P LAM is a Registered Trademark of Georgia-Pacific Corp. �J - r-i FiberStrong is a Registered Trademark of Georgia-Pacific Corp. Actual shipping Lengths may vary. Scale 1 ' -0 " = 1 /4 " O Bearing 8 web stiffeners, filter material, squash blocks, rim sheathing, hanger backer blocks, X-bracing, and other items to be provided by others, O unless noted otherwise. CE �l 1 C) LL C-D ZjT 6598 Z M o o a v o a C u � U d LL ~ V � a R a li a 0 w ® u I 16" a Fg BLOCKING PANEL, INTERIOR O R VERTICAL LOAD TRANSFER = 2000 PUP MAX. W / O 0 6 LOAD BEARING MALL MUST z Lu STACK OVER WALL BELOW. H H Q J 3 WOO I BEAM BLOCKI Q g PANEL O z C] J IH Q 4 L-] 0 9 7 J F9 60 NAILS AT 6" O.C. -- r r -- J -- ------ -- -- -� -- ----I- -- I-- --- -----1- '-- -- -------I-- --'I -- --- --I---- I-- -- W L __J LI_ _ L __ U O H Ln S ,NON-STACKING MALLS REOVIRE ADDITIONAL CONSIDERATION. PJ I O it Ll J w -F17 - r -- -- r- -7 > C-) a w __ __. ___ _1__ _ __ 1____L __ __ __ __ - u7 Q 3 FSA RIM BOARD I I -, B A A A I VERTICAL LOAD TRANSFER = 5700 PLF MAX. c II I II I I-j-�- co G-P MOOD I-BEAM 00 G-P FI6EflSTRONG�" I RIM BOARD I �1 I I I I I 111 6tl NAIL INTO 0 EACH FLANGE TOENAIL RIM eo6no Ln H TO PLATE WITH I 0d NAILS AT 6' 131 6d NAILS \ AT CORNS 1 1 0D MATERIAL LIST O Floor Joist Mark Oty Length Product Ser/Gr Size Description n t-1 1 4 4' GPI Joist 25 9 1/2" Note: M _ Flush Beam 2 8 40' GPI Joist 25 9 1/2" The attached take-off represents G-P Engineered Lumber material needed to 3 23 14' GPI Joist 25 9 1/2" 4 9 22' GPI Joist 25 9 1/2'• frame layout (s) Shown based on the interpretation of Georgia-Pacific Z Dropped Beam 5 1 8' GPI Joist 25 9 1/2" Technical Services, but has not been reviewed by a G-P engineer. 0 6 1 10' GPI Joist 25 9 1/2" Purchaser is to verify material quantities, lengths, locations, 7 3 26' GPI Joist 25 9 1/2" and sizes, and resolve clouded items. r , I u ------- I Bean Blocking 8 1 16' GPI Joist 25 9 1/2" I U 9 6 20' GPI Joist 25 9 1/2" Specified products are sized only for gravity Loads shown. These loads ( ) 10 2 6' G-P LAM LVL 2. 0 1 3/4"0 1/2" 1 @ 2 plies should be verified by the purchaser. If additional loads or framing areas FiberStrong Rim 11 2 14' G-P LAM LVL 2. 0 1 3/4"x9 1/2" need to be accounted for, notify supplier of G-P products so that 12 2 2' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 13 1 16' G-P LAM LVL 2. 0 1 3/4"x9 1/2" material can be sized and price adJusted. Unless Hated otherwise, hip, r Wall 14 1 10' G-P LAM LVL 2. 0 1 3/4"x9 1/2" valley and ridge boards have not been designed and no products were W v 0 15 3 28' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies designed to resist the building's lateral loads. I�I 16 3 14' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies Important / Read 17 3 20' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies Prior to installation, review Layout with applicable product guide and/or I 0 This drawing IS not t0 LP_ used a5 a Take-Off SerVlCe, You are 16 3 40' G-P LAM LVL 2. 0 1 3/4"x9 1/2" 1 @ 3 plies ' installation sheet. If this information is not included, contact your I 1 4-J 19 1 99' GPI Joist 25 9 1/2" Blocking " supplier of G-P products. Coordinate building plans & details with this H IIIJJJ--- resporsible 1-0 fnal(e sure i-hat you agree with the appLications 20 1 178' FiberStrong Rim 9 1/2" Rim • Layout. To prevent member damage from plumbing or mechanical cuts, shown on The drawing The purpose of this drawing is to give Hangersreview this layout H E the basic concept of framing with Engineered Lbr. and an est. A 5 KANT-SAG TH017950 t plan before placement. Follow I-Joist web hole charts. Do not cut material beyond scope of product guide (s) without prior approval of material , based on building the structure as you see it on B 3 KANT-SAG MSH1722 I r , this drawing. If Changes are made when constructing, this Iisl Glue and nail minimum 23/32" APA Rated OSB or plywood to floor I-Joists. I I I v of material wl l l not Correctly represent your needs. " Total GPI25 9. 5" Rim/Blckg = 100. 0' < +.1 • FiberStrong 9. 5" Rim/Blckg = 178. 0' (7 024', 1 @12') Use fastener schedule for side-loaded G-P lam or MasterPlank LVL beams. Follow safety procedures and details in literature 'Thal may not For proper installation of hangers and connectors, follow manufacturer's M be included in this drawing. If you do not have up to date l i1 - guidelines. Connections not shown are by others. (-1 erature Or your , not Sure, contact our lumber dealer and ask GPI is a Registered Trademark of Georgia-Pacific Corp. Roofs shall have adequate drainage to prevent ponding. I—I— Q1 for Georgia-Pacific Engineered Lumber Catalogs. There is '1 G-P LAM is a Registered Trademark of Georgia-Pacific Corp. catalog for both GPI and WI series I joist-s one for each of the FiberStrong is a Registered Trademark of Georgia-Pacific Corp. These products were designed for 'dry use' conditions only, and must be beam and treader products (GPLam and the 3000 Fb Glu [ am) Actual shipping lengths may vary. protected from Long term exposure to high moisture. Moisture protection Bearing & web stiffeners, filler material, squash htoc�Cs, rim sheathing, (by others) may be required. 1 I I hanger backer blocks, X-bracing, and other items to b3 provided by others, I I I Q unless noted otherwise. H �O Scale 'I ' -0 " = '1 /4 " U 0 �I O I- O X D lmaao aa® L_LI I � '�G''. _I EE LL EL per= 3p� iPAA••P•� 6596 u. �uum Z M O > 0 C u m u a I N a a I LL j t� O W t'J 16' o c _ _ CHE WITH ARCHITECT ON OR AL SPECS FOR FLITCH — —� �— PLATE BEAM IN THIS HEADER. b a W � o Follow details from 1st page z w H FI Q J a 1 1 0 0 J H 8 < Q F9 U 0-i ----- -- -- -- -- -- -- ------ -- — -- ------ — -- I-- F20 BEVEL CUT JOIST W wy , If_ Z U p ' LL 1 ._-- NOT NOT BEYEL CUT Ln Ln I JOISTS BEYOND INSIDE FACE OF SUPPORT. CD Lu J Lu a F— > ED L I ._ I � I I I ILo OPEN TO ABOVE i 00 I I 5 I l i Yc,J FSACD NOTE, Y000 I eE111 BLOCKING OR X-BRIDGING m j RI .J REWIRED AT BEARING FOR LATERAL SUPPOrrT. (- ' \ V o l// 0(� I I I I I j l SJ I , 1 1 Ln ,.1 J CIL Note: v The attached take-off represents G-P Engineered : umber materiel needed to Iframe Layout (s) shown based on the interpretation of Georgia-Pacific co Technical Services, but has not been reviewed by a G-P engineer. L• MATERIAL LIST Purchaser is to verify material quantities, lengths, Locations, Mark City Length Product Ser/Gr Size Description and sizes, and resolve clouded items. O 1 30 14' GPI Joist 25 9 1/2' Specified products are sized only for gravity loads shown. These loads ^ r-I 2 2 34' GPI Joist 25 9 1/2' should be verified b the purchaser. If additional loads or framingareas 3 3 38' GPI Joist 25 9 1/2" y In 4 3 12' GPI Joist 25 9 1/2' need to be accounted for, notify supplier of G-P products so that 5 10 24' GPI Joist 25 9 1/2" material can be sized and price adjusted. Unless noted otherwise, hip, 6 1 28' GPI Joist 25 9 1/2" valley and ridge boards have not been designed and no products were z 7 5 18' GPI Joist 25 9 1/2' designed to resist the building's lateral loads, O 8 2 22' G-P LAM LVL 2. 0 1 3/4'x18" 1 6 2 plies 9 2 12' G-P LAM LVL 2. 0 1 3/4'x9 1/2' 1 C 2 plies Prior to installation, review layout with applicable product guide and/or 10 2 14' G-P LAM LVL 2. 0 1 3/4'x11 7/8' 1 C 2 plies installation sheet. If this information is not included, contact your U U 11 4 22' G-P LAM LVL 2. 0 1 3/4'x11 7/8" 2 C 2 plies 12 2 6' G-P LAM LVL 2. 0 1 3/4'x9 1/2" 1 C 2 plies supplier, of G-P products. Coordinate building plans d details with this ro _ 13 1 a, OTHER 0 0" layout. To prevent member damage from plumbing or mechanical cuts, 14 2 4' OTHER 0 0" review this layout plan before placement. Follow I-Joist web hole charts. CDU 15 4 8' G-P LAM LVL 2. 0 13/4'x9 1/2" 2 6 2 plies Do not cut material beyond scope of product guide (s) without prior approval. 16 2 18' G-P LAM LVL 2. 0 1 3/41x11 7/8' 1 6 2 plies 17 4 8' G-P LAM LVL 9. 5 1 3/4'x1 3/4' 2 6 2 plies Glue and nail minimum 23/32" APA Rated OSB or plywood to floor I-Joists. Important / Read le 4 10' G-P LAM LVL 2. 0 1 3/4'x11 7/8' 2 6 2 pliesH Use fastener schedule for side-loaded G-P Lam or MasterPlank LVL beams. 19 2 14' G-P LAM LVL 2. 0 1 3/4"x9 1/2' 1 6 2 plies For proper installation of hangers and connectors, fallow manufacturer's C O This drawing is not to be used as a Take—Off Service. You are 20 1 106' GPI Joist 25 4 1/2' Blocking ' guidelines. Connections not shown are by others. +J responsible to make sure that you agree with the appliEations 21 1 106' FiberStrong Rim 91/2' Rin ' H shown on the drawing. The purpose of this drawing is to give Roofs shall have adequate drainage to prevent ponding. the basic concept of framing with Engineered Lbr. and 3n est. ' Total OPI25 9. 5" Rim/Blckg = 106. 0' These products were designed for 'dry use' conditions only, and must be H Cl of material , based on building the Structure as you Se? it On ' FiberStrong 9. 5" Rim/Blckg = 106. 0' (4 624', 1 612') protected from long term exposure to high moisture. Moisture protection r n this drawing. If changes are made when constructing, this list (by others) may be required. hJJI of material will not correctly represent your needs. GPI is a Registered Trademark of Georg la-Pac if lc Corp. o Follow safety procedures and details in literature that may not G-P LAM is a Registered Trademark of Georgia-Pacific, Corp. /r -l-J be included in this drawing. If you do not have up to date lit- FiberStrong is a Registered Trademark of Georgia-Pacific Corp. \� UJ erature or your , not sure, contact your lumber dealer and ask Actual shipping lengths may vary. for Georgqia—Pacific Engineered Lumber Catalogs. There is 1 Bearing a web stiffeners, filler material, squash tdndas, rim sheathing, catalog for both GPI and WI series I joists one for each of the hanger backer blacks, X-bracing, and other, items is be provided by others, beam and header products (GPLam and the 3000 Fb Glulam) . unless noted otherwise. Scale 1 ' -0 " = 1 /4 " m IJI I I_ < \ I I�� H � U o o Ur 0 0 H o o 1lmeioiool e oov � Wnn C o m 0 ms , 6596 aaou 1 GABLE FASCIA NOTES: I" X 6" RAKE FASCIA 1-1/8" X 1-5/$11 RAKE CAP 12" GABLE OVERHANG 3/8" PLYWOOD SOFFIT I" X b11 RAKE FRIEZE 12 -I/8 X I-5/8" FRIEZE GAP PREFAB NATAL 'ZERO-CLEARANCE' FLUESES 1, 2 12 . ) I � I���* METAL CAP e WOOD CHIMNEY WITH VINYL SIDING NY r }t 12 10'-O a-In VINYL TRIM LIN L9 (TIP.) _ I I ` O I z a ' I - L N w .7 I I I i I 1 i I 12 Mill O {{ 12� u ALUMINUM GUTTERS AND LEADERS 1 X 6 FASCIA MLL 1 ll. 10" OVERHANG - 1 I'IX PINE SOFFITS 2" CONTINUOUS SOFFIT VENTS FlwSHED SECOND FLOOR FULL FRIEZE BOARDS VINYL CORNER BOARDS -� _ � I FIN15HED FIRST FLOOR 1 O Z i I I I I I I I I I ' III m r` -� I I I _ L_____ -------___________________________ I I 1 1 1 I I I I I I I I I I I I I 1 I 11 L__ J STEP FOOTINGS 30 DEG. -1--� i i i i i i 1 TOP OF CELLAR SLAB L__ _1__ _.—.—. --- _ _ _ ANGLE (MAX.) r I I L__T-J________JT_________________________________Tl_Lr__________rLJ.�__________.TJ_1T_____-______________-______________�r _J1 L____-______1_________________________________1___L__________L__J___-______J___1__----___________-_--_______________L_.__J FRONT ELEVATION SCALE: 1/4"-I'-0° N tl0'NO?PROCEED WITH O LOCA FRAMIN GABLE FASCIA NOTES: OUNTILSURVEY OF FOUNDATION TION LU LL AS BEEN APPROVED. I" X 6" RAKE FASCIA H wU I-I/8II X I-5/8II RAKE GAP rn 12 GABLE OVERHANG , , UNERRERS CERTIFICATE E3/8n PLYWOOD SOFFIT V I L' ., , REQUIRED I' X 6' RAKE FRIEZE ' Z �'- 1-1/8" X 1-5/1 FRIEZE CAP SMOKE»DETECTING &";� L ALARM DEVICES APNOT D orf w VINYL TRIM LINENS TYP. 'i , AS i0P .�ART P. 7Q 21. . Y1 TE.YDA LLSBUI L DINC Y — COD E. E6UILDINGTHE V 1 ,. NOTIFY • PM FOR M TO 1 A I 9 1 802 MIN -1 3-1 FTPQJ TR , n 765 - + - RISPECRORE' ED 1 NG OUM I • . � LLOVJI RE . - FO TION 7YY0 � NDA �. r r. pp����ryryp+IIIII 1 F 0 U OCCUPANCY 0. Y AA��Y.c� kC'114' G I x WOOD TRIM FOR G" - i F�IRIAEiR � t L4. r I r r . I� (, �,�.: I fl, . f11AMMIG y. ROUGH T 9 � U9 I , L.IRION M U NE N .. I�� fC CE6Tk&F 4�f�TC . 1 O 3 CTI LE NST RU F IN Al r. 4. O. ALUMINUM GUTTERS AND LEADERS �� ��������� gECOMPLETRFORC. Q 1 X (o FASCIA BHALL MEET n CONSTRUCTION THE R•Y• W LL F A O OVERHANG T 5 10 V EM E N R Y 1 1 G 1 OU ER I E E R EN TH N d I 0 I PINE SOFFITS CTI TRU p NS O Ire' ,•, FULL TI FRIEZE 13 SOFFIT VENTS STATE CNOT RESPONSIBLE I 1 �•'`� "�'^� U IE BOARDS CODES. RUCTION ERRORS FULL FR ZE OR CONsr VINYL CORNER HOARDS D E 51 GN O w a lY � Y nn � 00 RNal SECOND FIOOR -•-•-•-•-•- w z F 3 e _ mow r , T Q• z 6'ER U a u ELC r1�Z�3 EFf N O N L El ® C UddTENr3 E F P E IfcoPPer tubing is used .CRTPd"9E OF ®CCfANC Y for werer distributing system: Piping shall be SOLDER USED 6N WATER PROJECT IC or L only 6709 e5 CANNOT Of types Y �';(J/,pLY SYSTEM C.4 DATE .v.^ 9 o LEAD. 10-211 EXCEED FEU' Z/YO of / DRAWN 5,R.G. CHECKED PLUMBING Fill FI%T RAOR _ ALL PLUMBINGPROVIDE ANTI-SCALD AND/OR REVISED E N WASTE ............. . — —"— —" &NG EFOREC COVERING SHOCKNTING - THERMAL P REVE TESTING BEFORE COVERING _-- ------ -- - - -- DEVICES AS TO PART.91 ' GRADE 1., i i i i i i o f N.Y. STATE BUILDING CODE. CAD FILF� FRT-FEL 1 1 1 1 I I le r .aT _�T SHEET # I ___ __ ------------------------------------------ r________________________________ ___ _ T______________-_-_ T-_ tucwv�axw pec rss o�wwTlw J I TOP OF O44M SVA _ __ ____ - _________1____________________J exam{9?1R0T q exr M11'IW,IIRnIu _________________________________________________L_-__________-__________-____-_____---_____- _____r-______ w�mb� .1 aTNC xw 101R mAn�1W1 w+. ' � txPe v1rulW.e um Ye[FlGT'IAb M'f Ax wetwnmm a � 'I 5 �: Nn olxv+r+wsr,A'ceIT Wrr wnrf*M+EW�ew+lmnx a'lue lXee pwvlrYb+Mio ertaflcrtaw um nVr*U ee uxo w 01- NOW - " REAR ELEVATION V��� N ITW PEpII]G1WlTIOI� MALL IM'N�� ' WII � IW 1 ITKI. ��•)` MWT lY SCALE, 1/4'•)'_0r �yh F ..'. - ... . . '.•'.'. -fteaa'.. ,'i..a-. -�,� _ .. Y.t. . - . YAW�9" "1 d a 1 I i' a - a,'! I} {7 . � � ., .`X f ':fid r` r • F F. _tt 4 t M Y I Ly17 �li f K Q ' t it 51 I P > b4-0" v 3'-0' 26'- " n ;, 4 - n d. " 18 0 2 -O £ -�� 2'-q,I Y I _ I6'0 POURED CONCRETE � �� PIER FQOTIr APPROI(. ]' ABOJE FINr9HED GRADE pl4V TO A DEPTH OF Bi' BELOW : u tt GRADE MINIMUM. ' F - 4 PROVIDE MTL. POST ANCHOR �r AT TOP OF EACH PIER. I /N I qi 4"M dArf , ( In ' S r ° ------------------------------- -17qn)v 'Yy Yn, 5 .y , t" l jvN _ _ _ _ _ _ _ _ --------------- 7;- it __ _ ___ __ ____ �n _o _ __ - __ 16f_Br _ 0 • i n .5 a I h' Ig ♦a9w���" '�' .n c. %f7"K5AW 10/5CEE"X" .' I yr R r A �WR WAT r g r�g-7 i IlN(MDN.WN.ISfQgRD. , II 1 J t i k r fn A 13 2 831_0' 11 t F i •. I4MI I Ir Ikl I It \ o CELLAR u N b I " Qi '• I NUBT KT. MWD, ccFlc. sLAs N ~ V ' �' P AS IIm'D. I lV JCN miADE_--- ------------------------------------ HEAT UNIT � fn eel y'f( � ,_, _ ___ F.. ENTRYr____ fr___r If i :11 .. '�, Q A _-___ ---_._ J - m �� L. I — — �"3 I 3/ X "-1-I/2 I"II RO - LAI"'I e P - -- _ �3 .— +. �,._._ .� ...1 ..b.bn bI 5" 61 bu li .L._._. Y n f , I ' Jai 1 -m I4 -4 1 b'-I' 6'-1° I, I ' V' _ n101-4"1 m f ' - S.D. b 101-81 01 + 12 -2 In 1 6'-6' ' O(V n " # 1 7-2 5 -9 0-5 '+ B 'h - 1 r_ __� r____J (V t9I Jhg Ir 3J I 3114" XI q-I/ ' IM L IGIRDER •`, t Y r� �;N FDA. ELL. -11-0 1 ' Aw HWtMrvD. l I I� _ IDR G4L IDR p m DOUBLE FLOOR JoIsP5 '.' w - I UIL f J Ij N - i 2X10 FL. JSTS. 2X10 FL. JSTS. 2X10 FL. JSTS. r m �-- @ 16" O.G. 6 � @ 16" O.C. r� • @ 1 = ! N UNEXCAVATED � .�, ! r i j - FON• EL". -I'-O'Y FILL AS RWUIRED AND COMPACT .'y A It'il H FDA. El.. a.r a = Ap1BT HIFT A9 Rio. LQ I RR W. � m _ ' �I _DL 1 IDE PIX 4' 38. GRVT BBMOLIp K(ETTPLl ). 9 ---------------------- 1 . r ___ • Y IT t' __ _ `v 0'� i21_4ni d" V _ 4�' . 1,X II 2'_q � .. •m Q A r----1 1 I _ - I I _ I I � r �• I •. I I � I � I II �y `y�-. -' 81 3 -0' I 20T-B ' Q L I I F " 1 m : L -1 B' 2 -0 2'- _y J, , _ _ ___m LW . .m.. !! .'4A 4 I -------------------- L _J nVn � rl3"L. 251-01 12'-4' 3'-0" 6'-0" 3'-0' 121_0• I II 2 """ FOUNDATION PLANodCT e SCALL-Et 114".I'-0" DATE 106*�Fil'o _ 1'. I IGHECRED � CAD KILE• PRS.FDy '"' �y l �i Riu�in'yamvm e°ear wnoxeM +'x+lrtar * ni ' �I� r '�}l.r, ' I IN TL pfll9'il'q"�1.Wf Y RTW rlllnlCl��1Ke iHi4t GAlbll . I '�: r r'� � -� { Y{ �� ,MVl11WIIelD,�+PMIW wrf�e {(�fn'UYIRO IMT G[Ay10.ArMR{ ( 4,. ! I +Q i" y � �ops�ra�Wu,+,.r�ay+KµO�TAn�I.sAnq lwylh+ � Tb �� i eERI•I¢WUiME tic IFlG94f tK����'fe � I, t t ' } lf���� TrJ:T p f L zNNi�ppµAy ��pp p� X WF,=&"G "XInrT MAXIb"M M'fK If�[�p���prq�(pPrlRll T4R1I� e1WJ."pf ee ! '1 wRiTllN pm Iefal nnlcN Or'I,MF�ITCI'. �J' ''4KD'r Pv 'y f rJ 3 � l vrry c l i . M1 1-�1 IIV� 11 FFFF I d��'� I �f , e • - - - Yh r{ �, 1 ,r Ar � is.� er� k .. f '`'vL it n I i7 3'_011 I6'_Bn 26'-4" - _ IB'-OY _ - 2'-O° W'I'a IIL xw a t 51 Bn -0.1 bl 0" bl OY 31-011 -- - - - -- - A- --- -- --- - Illi '1,— - -_ - 21_b- 131_0- - / - --- 2 % GIRDER = 5• !yI P 34"gym"x I OF GIRDER TO TOP OF PIER --- -- -- - _ _ __ _ FOOTING 9ELOW ANCHOR TOP n y - ---- POST ANCHORS. 1 ° a 2 I AtWOaoTTOn OI' POST KITH LAG OaI.T ZKO PS b ` ' " " t�)t, T 3-J- - m �9 o Nd��TEco CW 26 CW 26 , '04't, r q __— 2--0 __—_ 1 l• DEfX .Is s. INTO. 5AFETY GLASS 5AFETY GLA55 ro ' ,�,f�1` • ____ /•A a - I I � � ra� Tt ;m*F'Nr;rl P- - __ _ o C 335 WITH ' " - - {'�r� I GTCI OVER (2) I-3/4'X11- /B' I HDR. _ __� I� N KO Q PS 6 O)E2R%6 NTj" pMEDIATE k6I 111 _ (2) I-1;!/4'd -I/2' M-L HEADERv ABOVE PBG)E� __ 20 I` i r .t . 4 ,ryx,J ¢l 1 4n 1A1_Bn II'-D' 1T-4" r 1 r Iy,L row. 1 1N ' 1 1 - DRAIN PIPED TO a: a>4 1 k,alr, -- -- noraunreLr SIZED 2 I ri• � 1 -- -- --- - METE STEPS � .ELL. KITCHEN o SKFST. ` - -— --- Y ®I® III I RAISED HEARTH F.A.I. tizaly _ --- UP r I 4 1 — __ 3'-b" 13'-2n m - z Q SFT- GL ENOL '�•� ' e• aur '- _ --- N ry -----1�i — — — — ------ m O m ml oPEHTonsovE j b ��i vl �5, _ 1 � GREAT ROOM { i ' „ _ _ wGHRnIUNG I - - 11 m �j� y �I 1 - ---- 45•x4e' Pc. , PI 2& BEARING wnu � Ii , _-- - - r PAD LINE OF WALL _- — - O R O I AVE va PREFAB FI"L FIREPLYLE ,• '. ._ - V Q 4'-O ILB)UL. ENTRT �', -r PREFAB MTC. FW F r :Y. SEN HR.. I� ^I� I x� �. - FP. 5.c. Q 'v CRI . 1 C 2 �HDR ' ._ up `' Q W I b OUTLINE OF BALCONY T � s ABOVE F bav, •-vn I I S r 2 CO�. STEPS 9 R � � YI F - e z I LIKEABI of"�E 2gQ N DO UB ° I LOOpK Q 4, I= / I 211_4.1 4" 31_2-. 4n 51- n m 4Y 31_2.1 " ✓0`I���'(IVI)'n _ 4Y 17'-4' I 4- G 'L 2XG I JO I TS 2X10 FL. JSTS. cb v a 9 Q (4�)) j{ II I II D .. . NOR SAT �.... POST I It @ I6 O.G. I @ IG O;L — — v v T. OPG T. OPG. v �i 2X6 GLG. JOISTS - 2X10 FLOOR JOISTS A �XIO FL. JSTS. ' x @ 1611 O.C. �p @ 1611 0.c. _ N Z 4" 10'-5" I- 101_0.1 4- 12'-4" 4Y 3' 4" 4" 4'-D" 4" 121_411 4" ti v1I 7."1 I m Q B g Iv( ,fir`!/1 T it i I DINING4 FOYER D?STUo TWO GAR GARAGE ROOM m � aPe" To ABovE 2X10 FILOOR J STS "' K E m 1 1 4'POURED( CERTE 1`00i SLM, PIT04M 12' PFR EI I — 't rmr nN MAY Cl 5TM um TO WND IRs m % m , rc @ 16 O.C. N p i 2 WVIDE 5N TTPE 'x Gmwn w4RD a wws ?1 = 1 a 1 _ MN CEILINGS O Q I 3 IN5NLhfteVGW"(�,(FILINGS r m I RATED SEPARATION TOy N�oL 34xSP INSUL. PART.717.3 (}) (1)OF (2) 2 x 12 H 2g\ uNlr E uNrrr j 2 " (2) 2 x 12 HDR. 1 IO L'w� Q (2)[ %E HEAD N.Y. STATE BUILDING CODE. _I 4" 101_0' 101_0.1 4Y CW 26p CL. CL. CW 26 v _ '� E�F',•j (4) 2x4 p 2x4 w 4" 31_011 4- 4" 31_0.1 4- I . PDBr(2 I-3/4" X II-7/B' MICRO LAM GIRDER................... N 4" 3;.Q' o_ 211_4- 4- in = I IRY TAPERW WOW ,, I SY PWREO fA1C Ey j 9TTLE AND CAP. O `/W/lI�I�YA� Tyy 1 f rr}; � STAIll (2) 2 X 12 HDR. N (2) 2 X 12 HDR. IAW bI c AW ll 1 ,,. _� W1.. —.`I -M 111 0. }11 �+ n-1 QL n 1 1 1 1 Y Y A 1 Y "•T 'I�I 7'-2" _ 10'-B" 7'-2' 6 -2' b -2' 3 -4 '� -4 6 -2 6 -b ,;�,7 l 1 - 1 N 1 u 1 n - 1 " 25'-0" 12 -4 3 -B 6 -0 3 -B 12 -8 2 -O FIR PATE lo- (0 Aw0 _ ,t CHECKW Gtj REYIS P . E l FIRST FLOOR PLAN „ 1 4Ap FILE PRrll 4 1 11rt ° , i +,t LIVING AREA 14PBi 50. FT. GARAGE AREA 474t 50. FT. . mr.Ywlrt .n Torr kevr e�RuuF, .earts:r �� ^1k'4 « r : 1 , AL ,ue,uwlrzn"FAFHvm"xe"vart t •wmt-rc rltm G41GI1 w""w"iue�OYu"° '"r ie w e,oacvnem?ur x n vwwrw- rd"�ic p1A'a4wr1"rG'Ii ix+ TIIj%WHNYO,yp p�JFlGIVNQ AK M IMTYkt•Iff w ' 1 � 5" _ x 4AVKf NI.1 ME T1I F"a.RIY Trt iN"AYOII$.T. , '1 1 TV0`IC A14wINGL Ax0 YW"IG1P>i M"Mf TJ"C U"m W 1 1 u�jlonlR. Fa!nFT, EI(�q[NllrrrN Fw+1n1w w Tae C u .`- h - - TINCG ORAW1e2` r1a"f�wurc wRr1w�uecros>aur.1.llm ae, �� , , �� IIPYOWCm, M! Im eGWlm eTG)= !"0+r etY w ltllpl w urwnrc4, 1. V� � m Ir: 'Y1 I + rl ti t .--, f i• r. , r , .. - 1 .... e,. r „ -. r.. i. . .l .a r Y". [u�i lF '.S: ' 1 - -N. - - _ - .. HP, I'Ax�.' �T ' Y M.!•qh.GF�Y•y`4 ir'fiFY' mitt, If"..ry N IY r. r .t, ,. ff r'» ,'P,'i~ k Y. h.,r r - •' ' 1 aWK J -1?^ t n- ; 94 , ,',W� '?SG fi�eyr q 31 u ,. Ys " 3�I.T�"' n"r i ( 1r R� x Tfi"I ' m�u Nx' xT th"x o'I a 1• / r,l r v fS�Yy ii tT p: a , V �� I it jl Y ! N Y ✓.J S , I 1, � , t Y P, 7 q1_D' 131-3' t ,: 131_01 �", •' f�;i�l o iA Blip � r� WD. DECK - 3E• HIGIx GUARDRAIL, V Illy 5/4'XG' CCA. DECKINGW TBR " 1 KINGNG AS A9 REdD. BY CODE. w CW 15 GW 15 C 34 SFlY. GL. v' PS 6 SFf'(. GL, SAFETY GLASS v "1 ;x 4„ (2) 2 X 12 HEADER (2) 2 X 12 HEADERa rJ4 +� kd 11 I . ' !I I11 11 17 -A 6 8 -2 14- 17 4 4 III t PROVIDE OPEN wHIRI.P00L EMERGENCY ES PE AS Tu 1 REQUIRED BY PA . 714 OF f lF. N.Yr STATE BUIL G CODE. r 2" X 10" CEILINoG JOISTS CLG. JST L• 2X6 CLG. J5T5. L�Z y Ko D.D. 16 D.C. fl M BATH Y :� C.T, FLOOR L. ,ho-, aI M. SEDROOM Zo cOPEN TO GREAT RM, BELOW•YHWR. I 1 � r U 1 W HIGH GUARDRAIL, t 1E 20 2D 26 v wln BALwsTER r q• 31_5' 6' .8_2N q' WAI MG A3 RWD. BY CODE. WALK IN CL .n WALK IN CL. I �" ^'•,�;a 2X10 CLG. Vs. q' 6,_bn 'D 14" 61_6' jr4 B. 1T_4' m 2)1X10 UP5T. HDR. I"ptov " y N 2D 90.D 26 16 R QEILI IGE.Jd9TS X016 O.C. 1 Ts + INS _ _ _ _ /e I UNFINISHED ATTIC LL P SPACE �� •� 'I' a , n x ' x li I ' I I ' 4 12 -4 4 1 13'-4 � 4 Lill OPEN TO FO ER BELOW E2 SITTING LINE M CATH./TRAT + IO' CARP17 IIND ATIIFM CEILING ABOVE D 1 f; 6 CLG. JS 5 6 CL JST5.2X LG T . 2X G. T . _ 16" D.C. @ 16" D.0 1 II I' I� 9ET B.O. CLG. JO T 0 10'-0• U I, �. 1 ABOVE FIN. BECN LCORy �' 'i, 51 LQ CW 25 FIREBTOP FIREBTOP A9 REDID. IA REOD. NS� I . " PROVIDE OPE INGSFOR CP oven m ] ; . ------- EMERGENCY ESCAPE AS Q , REQUIRED BY ARL 714 OFLu N.Y, STATE BUI DING CODE. �—OUTLINE OF EMERIOft WALL BELOW 7. 6 -6 6 2" 3 4" _ 31-4 12)_811 31_8' 61_5n 31_50 CLU (l U 1 : SECOND FLOOR PLAN q, oa SCALE! 1/4"=I'-O' D/1TF LIVING AREA 17283 50. FT. � � � w (a lljQ'l I GHEGK I a SAD TILE T�12Wly f..,'I a I w I N fTR /R,xfOli GAROxpt• ARrMIiC, � ylr„ 0• , ALL RIGRB'I✓�VfD i l- rN 5l. iXE/.RWiKT RE9ET/g iNE RIRR M RRRgNR'nYM'PEA4N ' Iu li)�II'IRCTT Qt"Ni I5"ixM 111RG'T. �.,("� d WWM1WIIS"E K�g�iIW'LF W]IFLLI?G tMi MAvuIlI,ICN - y"_ .. w iX[ Iwa:Oi ix C _ A I 4v , T,[IX OIIMVNG9 ANY M61xKAnPB'MG AM IWIRL'RM'w „ �:.�'i TR '..FRVW NM lWFllttY w TQ , 'IJx)'J61R nCp WiTO V"xO GN I SWI"�R,E6lr MIPI'GT np',i?,RF11MW,V lNl, IIr I .w F''q .std wA1�.,wr it . WYTBI'EtlxR1�n1�ARW114T. ': f r+ !'.. .. r, AT u.frpt'�r,'�;;_ 4'"�`J � � . u „r.: , _ _ ., � - . ., � , �, F 4 I'll"�v-4•t +�q l .,cIW,:��'�IyV�', ,.d147 n� ,�^I;�vv�., y,. (, rn S t � •� ., ', .`,`��- � - ', ." - .'l:- f r 5'e'Md ,,�� GY �,� ( i"Tr I M � •I 'Y , Rv tr- I &Z.-OTT (z� 1 \YAFI 11MHR IKOpIMf GRRI[MI.IOIRKT _ y+�." '� 'IXIX.VKNIr��Y G MGO TI[ Tp•W W:uCC TNf�g101 � i •+rA tt , ,� N rcp vmpm w Lxr 1�14i1�m�. 4 � lu W. �i'tirR'� IIMANTIYAVIl'ALRRY,TI�XO TMe(.'Npll'I1111'�IMT�A 4,.w a rw xoa.ns¢atAn milA�AngI Y rime vrANlNn x rwnwu,vte Ax' 'I. .b '' / � 's" t A Y A [![GWiMfO MIp N11flb AVl A]Y M � � i 7 4 _ rilir orNen vNavm, oXm�r er Ytl1IRM wmmaw a TXI" �^} � '� IJiOIITF•CT. { Txeee orwrl ai roalw nlu[aJ rvut Nor ge 7 °f W rl t II LL qY . RE�TNGlC���TXE AMN eK.), iO¢P!Br i . �1Yu � W I. ,,S rI4'y K�f x J r I n Y Ir :, ^ E d FALSE VALLEI'J IVI ' pjN :pv t m F 10 V NO I \Q I LL q o I 'O I I a ta,d "f ILL ROOF CR"ET OUTLINE OF EXTERIOR R m LO' y1 �II WALL BELOW OUTLINE OF INTERIOR WALL BELOW Y III 900 HP RlFTB! Y\ Y i 2X8 ROOF RAFTERS I� w 7 N -X Y IwS @ I6 O.C. ii exp 2X8 ROOF RAFTERS 2XB ROOF RAFTERS II , 2 X 12 RIDGE O.G. I @ I6° D.C. - I : , 4' t + �� ' I �� " POST u li li BEARING WALL 19r + y TO POST RIDGE 7 BELOW a. 2m :F FORT NIP TO P /O A BLARING WALL 1a0 BEARING WALL O BELOW (i) 2%1 Q �(I x `9� MIN. fE MIN. A MIN. -� X Y C J _ - - _ /V I ,gyp_ _ .� � Jp� g 'o + + C�� ! 2X8 ROOF RAFTERS @ In 16 O.G. 2 X I RI R yd,1„ 2 RIDGE I 2X8 R. Q : I / R. 0 `- @ I6j1 O.G. �� � I ..a, �- wDelI :/ -r' u m X 'id.ra� a 0 1 � _ � I 10 + — - — -- ry CNi x W U ! OUTLINE OF EXTERIOR 2X8 ROOF RAFTERS 2XB ROOF RAFTERS wAu eeww I � � @ 1611 o.G. @ 1611 D.C.. 41 I ' ROOF PLAN I ; n SCALE: I/4°-I'-O' A } a ur +t _ f'^• ff,, J i.,yln,tl h PRQJEGrl,. hy I DAT&',,. 26'',d .41 , v to , DRAWN t ',Gig 11 W CHECk �1� dal e. , ` ,�k }Nn i A1P(v CA4 FILE F T-RF� I I r SHEET X t:I , OF EIGHT fi R4 �. . w 5 K i a a r li"10- r,':T? „ •q' -,+ S th rik - • ,. 1 `ey A M1 Fx ." � 1 irr q� 1 'l ,Y -�74 #Y, . I ^� GENERAL NOTES: NE c L t ENERGY A CULATIONS ' + r I I. ALL CON5TRUCITON SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL 14. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION AND OR 27. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, ° s ALL SUCH CODES SHALL SUPERSEDE THESE 055ERVATION OF CONSTRUCTION.BUILpING, ZONING, AND ENERGY CODES, INSPECTION(S), APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURSDICITON T1415 PLAN CONFORMS TO PART 6 ( 7615 T BUILDING DESIGN BY THERMAL n, 1 DRAWINGS. THEREOF. RATING METVIOD OF THE NEW YORK STATE ENEkGY CQISERVATION C06TRUCTION " „' 1 " 16. FINAL GRADE TO SLOPE AWAY FROM THE HOUSE. CODE EFFECTIVE MARCH I, WRI. 4. �., 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL 28. THE CONTRACTOR SHALLL PROVIDE ALL SAFEGUARDS AS REQUIRED TO PRECLUDE INJURY TO k >, !� , i#zl CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 16. CONTRACTORS TO MAINTAIN ALL INSURANCES AND LICENSES AS REQUIRED OWNER'S AND CONTRACTOR'S PERSONNEL AND THE GENERAL PUBLIC. � WITH THIS SECTION WILL REWIRE A TOTAL THWK RATING OF ZERD ' BOV BY STATE AMC) LOCAL LAWS. 3. ALL MATERIAL TO BE REMOVED FROM PREMISES ARE TO BE DISPOSED IN ACCORDANCE 2q. EACH TRADE SHALL FAMILIARIZE THEMSELVES WITH THE INTENT OF THESE PLANS AND THE til WITH ALL VILLAGE AND TOWN REQUIREMENTS, 17. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS, COORDINATION OF THEIR WORK WITH THAT OF THE OTHER TRADES. t TECHNIQUES SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS I• ' , A,., IF: DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A SITUATION IS AND REGULATIONS IN CONNECTION WITH THE WORK, AS THESE ARE SOLELY 30. ALL MATERIAL TO BE USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE DESIGN DATA: q , ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START, THE RESPONSIBILITY OF THE CONTRACTOR. WITH MANUFACTURERS' RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. DEGREE DAYS 6000 ,, Y rr THP CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN - 6 CONSTRUCTION DETERMINATION SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS 18. ALL HEADERS TO BE 2 - 2" X 6' OR A5 NOTED ON PLANS. 31. PROVIDE #15 FELT MEMBRANE DAMPROOFING OVER TROWELLED ON MASTIC ON ALL FOUND- 10 - ,1 Y1, PROCEDURE AND CONTINUE WI-FH THE WORK THE CONTRACTOR SHALL ASSUME ALL WINTER D MIG TEMPERATURE ELT• DEGREB TGT. ' ' ^ i' m I RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ATION WALLS. °..Ib'MER DES1411 TEMPERATURE BTT, 87 OEGREB W. lei. DOUBLE ALL JOISTS ( UNLESS OTHERWISE NOTED ) AROUND OPENINGS AND -7- DEMES FQT, l,; ' 5. ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL. ASSUMED SOIL BEARING UNDER ALL PARTITIONS PARALLEL TO THE DIRECTION OF JOISTS. 32. PROVIDE 6 MIL, POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAB ON GRADE. `�t _ - 1 CAPACITY 15 TWO TONS PER SQUARE FOOT SUBJECT TO VERIFICATION BY THE r , 2� 33. ALL MASONRY SHALL R HED TO STRUCTURE WITH SUITABLE NONCORROSIVE STRAPS AND CONTRACTOR DURING EXCAVATION. IF ORGANIC OR QUESTIONABLE SUB-STRATA 20. PROVIDE DIRECT WIRED SMOKE DETECTORS ADJACENT TO ALL SLEEPING THERMAL RATING, ,"' , Y. i I5 ENCOUNTERED, A PROFES51ONAL LICENSED SOIL MECHANIC SHALL BE RETAINED AREAS. ANCHORS INTENDED FOR THESE SPECIFIC USES. b p 1 , AT' OWNER'S EXPENSE TO DETERMINE THE BEARING CAPACITY OF THE SOIL IF IT 15 34. AT MASTER BATH PLATFORM TUB: CONTRACTOR 15 TO DETERMINE EUILDING URIPONFNT NET COMP, 'U' TH ki& TABLE, DETERMINED THAT THE 501E BEARING CAPACITY IS LE55 THAN THE ASSUI'IED TWO 21. PROVIDE 5/8' TYPE "X' FIRE CODE GYPSUM BOARD AT CEILING ABOVE HEAT IF THE TUB PLATFORM HEIGHT WILL PRESENT CLEARANCE PROBLEMS AREA VALUE RATING USED a' TONS' PER SO. FT. THE ARCHITECT SHALL BE NOTIFIED FOR A CHANGE IN UNIT AND HOT WATER HEATER AND GARAGE AS REQUIRED. TO THE WINDOW SPECIFIED IN THIS AREA IF A CLEARANCE PROBLEM CONSTRUCTION DE•FERMINATION• ARISES CONTRACTOR 15 TO NOTIFY ARCHITECT BEFORE ORDERING TUB 2011 sc ft. ,071 + 177 22. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY WPLIUE WALL FRAME 1 CAVITY ' 6-1 ; ;� OR WINDOW. v � ' 6. ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL 2 TON P.S.F. CAPACITY MIN. WINDOW AREA 301 r sq,ftl .32 - 53 DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO , 7. PROVIDE 36' RAILINGS WHENEVER DECKS, STOOPS LANDINGS OR PLATFORMS EXCEED STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME RESPONSIBILITY 35. THE CONTRACTOR SHALL SUPERVISE THE WORK AND SHALL BE SOLELY RERSPONSIBLE 65 s ft. ,32 - 13 - N ENTRY DOOR AREA °� 6-1 h 181 ABOVE GRADE OR FLOOR BELOW (BALUSTER SPACING AS REQUIRED BY CODE) FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION DRAWINGS WHEN FOR ALL MEANS, METHODS TECHNIQUES SEQUENCES AND PROCEDURES (INCLUDING JOBSITE SAFETY PROCEDUr2E5 ). THE CIDNTRACTOR HALL BE RESPONSIBLE FOR SPECIALTY DOOR AREA - sq,ft. 6_I 8. ALL CONCRETE SHALL BE 2500 P.5.1. AT 28 DAYS MINIMUM - WRITTEN PERMISSION FROM THE ARCHTFLT HAS NOT BEEN OBTAINED. COORDINATING ALL PHA5E5 OF THE WORK WITH THE SUB CONTRACTORS AND ALL 1 q. ,ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, 23. ALL FLITCH BEAMS TO BE THRU BOLTED WITH 1/2" BOLTS AT 24" O.C. WORKERS. SLIDING DOOR AREA 126 scjt ,32 - 22 ,. II E-1,6000,000 P.5.1. AND Fb EQUIVELENT TO MEMBER DEPTH. STAGGERED TOP AMC) BOTTOM 36. UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL PROVIDE FOR ALL LABOR CEILING WITH ATTIC AERT/E 12295q,ft. ,055 - 6 6-3 -' + MATERIALS, EQUIPMENT '1�OOLS, MACHINERY, TRANSPORTATION AND ALL OTHER C05T5 CEILING / ROOF 2g9'sq,ft. ,OAq �O ' 10• THESE DRAWINGS HAVE BEEN PREPARED BY, OR UNDER THE DIRECT SUPERVISION 6-3 1 „ ' OF THE ARCHITECT AND TO THE BEST OF THE ARCHITECTS KNOWLEDGE, 24. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.LS.C. INCURRED IN THE PROP�R EXECUTION OF THIS CONSTRUCTION PROJECT. ^' Eih •7 SPECIFICATION FOR ASTM A-36 STEEL. SKYLIGHTS - sq,ft, ' INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. FLOORS OVER UNHEATED SPACES .14429tift ,04q 0 6-3 ' t K' 25. ALL TOILET ROOMS WITHOUT OPERABLE WINDOWS TO THE EXTERIOR SHALL BE - t 1 M' 11. ALL SIMPSON 4 TECO FASTENERS ARE TO BE ATTACHED IN ACCORDANCE WITH MECHANICALLY VENTED AS PER NEW YORK STATE CODE. _ r ' FLOORS EXP. TO AMBIENT COND. sq:ft. 051 O 6-3 f x MANUFACTURERS SPECIFICATIONS. .1 l 12. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS 26. ALL DRYWALL SHALL BE GOLD BOND BUILDING PRODUCTS / NATIONAL GYPSUM ' ♦ ' I AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS COMPANY OR EQUAL OF THE THICKNESS SPECIFIED ON THE DRAWINGS AND SHALL TOTAL THERMAL RATING E575 I OF CONCEALED SPACES TO W-O" VERTICALLY AND 20'-0" HORIZONTALLY. BE TAPED AND 5PACKLED ( 3 COATS). r 13. ALL MICRO - LAM LUMBER TO HAVE A MODULUS OF ELASTICITY OF xa merxcinM, e,e�Iu�il�IexwrN.x�xc auu eer ne reraelwz ny�y� ro e��p x�ql � ` r• ,�+1 =1004 'nu.! 1.10.14 'nDZ, lM.u, 'lon.IA �xeeir tMOW1'I�O 2,000,000 P.5.1. H o"11x"wod Ir oil 12 12 M11 .1 t yy MATERIAL NOTES: ROOF CONSTRUCTION: TAMKO HERITAGE PREMIUM ROOF SHINGLES, OR EQUAL 15 it FELT PAPER - - - -.- - '-------- I/2" PLYWOOD SHEATHING Z 12 2" X 12" RIDGE OR AS NOTED ON PLANS) I ' 2" X 8" ROOF I�IAFTFRS @ 16" O.C. 2 2 2" X 6", 2" X 8 , 2' X 10" CEILING JOISTS @ 16" O.G. 2" X 4" COLLAR TIES @ 32" O.G. ATTIC WALL CONSTRICTION: ALUMINUM GUTTERS AND LEADERS - ,,, TOP OF PLATE TOP OF PLATE �. - - - e+,,�+ i 7e,e 1�7 r1,x �xx - rx Fb -,a '-'-•-'-'-'-'- - -' -'-'-'- -'-'- -'-'- I" X 6" FASCIA _.-.-.-.-.-.-.-.-. -. -- 0 10" OVERHANG -- i - LU I I" INE SOFFIT 2 X P 2" CONTINUOUS SOFFIT VENTS .' 2 FULL FRIEZE BOARD +�- -''- m VINYL CORNER BOARDS M. BEDROOM CEDAR PERFECTION SHINGLES SITTING LU TYVEK HOUSEWRAP (OR EQUAL) Q TBP UB PLATE I/ 4 DBL.2DX45 PLATE TOP OF PLATE - _ _ _TO_P OF SUB-FLOOR 2"X4" STUDS @ I6" O.G. W/2"X4" SHOE TOP.................OFSUB-FLOR - -'- ------------------ /2" GYPSUM BOARD ALL WALLS 4 CEILINGS -•-•-•-'-•-•-"-'-' ' {'-'-__ L Y '' ANDERSEN "PERMA-SHIELD" WINDOWS 4 PATIO DOORS 1 DINING GREAT ROOM FLOOR CON5TRUCTION: _ 5KFST. ROOM Q 6' FLOOR FINISHES AS PER PLANS 1 3/4" PLYWOOD SUB-FLOOR FLOOR JOISTS, SPACING AS NOTED ON PLANS i 5/4" X 4" GROSS BRIDGING uL ?I 1 2 - 2" X 6" TREATED SILL WITH SILL SEAL ....._TO_P OF 5UB_-FLOORtj TOP_OF_SU_B-FLOOR_ METAL TERMITE SHIELD FOUNDATION - - _ _ TOP OF FOUNDATION TOP OF F..................UNDATION WO GRADE FOUNDATION CONSTRUCTION, GRADE J IVO 1/2" ANCHOR BOLTS @ B'-0" O.C. MAX. _ 1 . F IV =21 210111]-'I (1'-0" MAX. FROM CORNERS AND ENDS) CELLAR GI 8" POURED CONCRETE FOUNDATION WALLS CELLAR 4 16"X 8" POURED CONCRETE WALL FOOTINGS 1 ,;q GIRDERS, (3) 1.75" X q.5" MICRO - LAM - JE q7©G 'p 1 3.5" dia. STEEL LALLY COLUMNS @ 15#/ft. DATE I ,. 24" x 24" x 12" POURED CONCRETE COLUMN FOOTINGS K 01 1117'" 4" POURED CONCRETE FLOOR SLAB BTM. OF FON. WALL /T.o. FTG DRAWN til-.-.BTM. OF FDN. WALL /T.O. FTG. BTM. OF ........./T.O. F -` � - --------------- DAMPPROOF FOUNDATION BELOW GRADEO� _ ' ,' p ECKED IN5ULATIONI REVISED 6" /Bl' - CELLAR CEILING SECTION 3 5/8" R-13 @EXTERIOR WALLS cno ras FkT- ¢c 6" R-I9 @ SLOPED CEILINGS SCALE' v4"=I'-011 .''' SECTION 6" R-Iq @ FLAT CEILINGS 1 SCALE, 1/4"-I'-0" IO i + Atrg; 5HgEI # K� LL� IIW1�l FE9�YWR PmWl 4NWAr AR(HITFGT , T �^ � 1� 1P TIE.11 ..Msls TIE R WI'TO ftss CE N15 W 1111!IXfIIIET LR ANY roIITNI TME"EG. � s' Iq�1zN.EToviloN a nlaE mcunN"re Mr aE kNwnrn ' '" 1 uyl'"ti"I ' AM T�"e�YK NM TAx�TAjE EPKATW'WI.K JR,26.iW<AYD AWW .T,r INAT1�MT q• r _ " ' M1 ! 1 .1 ulo Aa lM EnPE�+T,i'iMJ4?ECT OFV nnbe eN"r1"ICE ixo'xeclrlunaM,�.'M MD'rTp a 1.eeo w � My " ,i ww mueN eNpur ncvr r wNm4lk4vuiWlux a TIE i � w Tlu+i . " BI R"NtN.AN"1I t ,;' �,-_. -mraw,mo _ _ - __ ., : �. o ,.„ i .. ."�.�� u"u sy � �� ,-. �� r4�.5""FJ w�M l�lcl✓^� I• ` '� 7° f �prd ' u t �td ' e �' 1 Pill F'"Ya �r 't t,Tti „ ly'' 4;iS e "rSINa { � J r � 12 t 12� f 9`li ALUMINUM GUTTERS AND LEADERS 1 dv, I X 6 FASCIA I0 PINE SOFFITS 2' CONTINUOUS SOFFIT VENTS {I FRIEZE BOARDS , ` 44149 VNYLONERB I T 1 yA )✓R � � 3 f rT ' � F � �'� � ”"� 1 y u r'I 6h y L y � a pT dk,. �5 1 it Sr i, j P kc��y FIwSNF.D... FLOOR _ _ k l I •�li f^.r AILL I r .i b� �� 1 1 Y '=l•" In N II TIJ is' L'" Lj IA X 61 FASCIA AND LEADERS FIRS m FIRST FLOOR — — — — ......— © DE LUM10" OVERHANG ......— 2'�CPINE TINUOOU9 SOFFIT VENTS GRADE DEE I ED 1:1 DS VINYLFCORNERO BOARDS �C 12 I 1 11 �_ L--- TOP OF LEllIR SIA ---- {' _ �___ (4 t h 1F 1 " LEFT SIDE ELEVATION u V LL (n Midi SCALE: 1/4"=1'-0" zI it y m I 'S Y H r�}I ^ d VVV 4, FLOOR 55 FI — — — — — — NISRFD M +''n tIl M0, z `1I`i J A J . — FROM FIRST FLOOR -----`-`- cz - - - - - I " GRADE Pr !. -709 DATE I i DRAWN F I I I J�y CFIECq, franp�':e7r r i i I TOP OF[E11.IR 51A REVISED rL_______-,J_____�------------------------------------------------------ ____ ___ ____ —.--------- -----. —`--- - __ ___________ ____ ____ _ ________ _ _______–LL--___ _________LL--------------------J CAD FLLE F.1' * � ! SEL RIGHT SIDE ELEVATION _ � ,,, SCALE: 1/4"-1'-0" SNT # A�LI.RGRR PC]FRVEC, �P'R GVmNR, IrRWR2T 1 Irl 1 lNE MOII{KT RRRVty T11E Rg4R TO RRPIlAK£T11G"tdG N O6 r1O111{T'G[rWr M1'RTIW TNRO€ A p }$r�r� 1{ MMIIA A Om TR TM R OE W Lnp?6 F Y R A V RV TIM r M j OI'Tie«e>r rmc eTArz rwrwTwll wr r«mc PWVINGR A«v erR:lnunau Mr M INerrunwr a OF ELVEN - TIIDr CP/1"II.�Alm prSlrlUl101G AR[IGT TJ R w Y1 A�oN �,°'aT ucm er Iautivr rouneaR w ra (;y Ti00 O�AW Wh .IMf�I 1RR61 9U41Gf K AIX` i� pm�ww��[ D TMN a