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HomeMy WebLinkAbout28390-Z FORM 110 . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y/14 , BUILDING PER (THIS PERMIT MUST BE KEPT ON TH COMPLETION OF THE WORK PERMIT' NO. 29390 Z D 6 Permission is hereby granted to: ANTHONY BARBARISE 240 COUNTY RD CRESKILL,NJ 07626 for CONSTRUCTION OF A SINGLE FAMILY DWELTZING WITH ATTATCHED GARAGE AS APPLIED FOR at premises located at1 '695 GREENWAY EAST ORIENT County Tax Map No. 473889 ction 015 Block 0001 Lot No. 011 pursuant to application dated FEBRUARY 15, 2002 and approved by the i Building Inspector. j Fee $ 1 , 337 . 70' / Z" �` \ A hor zed Si nature i COPY Re-r. 2/19/98 FIELD INSPECTION REPORT DATE Coirvil TS Jjz a FOUNDATION iISTj � - ----- - - -- - ------ ----- FOUNDATION (_ND) -- Z G i y M1 ROUGH FRANMT G 8 PLUNJIBLr G I i — I m INSULATION PER N.Y- I STATE ENERGY CODE i FINAL i ADDITIONAL COAR IENTS o z m I _ 2 I � J _— z N t C � TOWN OF SOUTHOLD BUILDING PERN1IT APPLICATION CHFCKLIST BUILDING DEPARTI!'IENT Do you have or need the following,before applying TOWN HALL Board of Health S0UTHOLD, NY 11971 3 sets ofBuildin; TEL.: 765-18 02 Sun eyes PERAIIT NO. Check -=*3-) - — _ Septic Form N.Y.S.D.E.C. Trustees_ _ Examined- _, 20___ Contact: G�i[a Ft2M Approved 20_ Mail to: Pn vx 14o7S Disapproved ac Sc3inotrO.ta`? (l°1"I Phone: fo31-7CoS -i�Co2 I I Building Inspector APPLICATION FOR BUILDING PERMIT 1FW : 4,5 w J Date()cToWz �(eT 2001 _�- INSTRUCTIONS a. This applicat o completely tilled in by typewriter or in ink and submitted to the Building Inspector with 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 ivatensays. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon apprmal of this application, dee Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the prendses available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant is issued by the Building Inspector. -IYPLIC .TION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Lai s, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to adrnit authorized inspectors on pretnises and in building for necessary inspections. (Signature of applicant or name, if a corporation) Po QUcx l(o75 E SosttinL-D (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �•.vEr-1� � tom- EStC��_x-"�. 1 — — Name ofowner ofpromises ,AM-FHC0`1 � eDA?—GAR-tS(= (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer "'_Name and title of corporate officer l rP ) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work is ill be done: e-ns-r d iZ to t� House Number Street Hamlet o- 9 i 011 County Tax Map No. 1000 Section IS _Block_ Ol l Subdi%inion Cam / �5 iu 0-ZIta i Filed Map No. 3sko or LAS (Name) State existing use aria ocdlrpa.ticy.ofpremises and intended use and occupancy of proposed coiastrii&� on^ a a. Existing use and occupancy --/rv-P,�-;t Q.-"o b. Intended use and occupancy �ltiat?t �EaontyE } C� 5Zc5pQ •oAi— Nature of work (check which applicable): New Building­4t/ _Addition Alteration Repair Removal Demolition Other Work ,A (Description) Estimated Cost F00,000 `44- Fee ISD Sao.., ezLzAr T Pte., (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each door If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front N& Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front x-t/ice Rear Depth Height Number of Storiesi Sv! to Dimensions of entire new construction: Front 81-(0" Rear ��-(o` Depth 1­i3x _. Height W kAta , 2(d A•nb Number of Stories Ix�z Size of lot: Front L, Rear I (oa` Depth 0. Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated R-t-tdyzs§0­k.-r% L- 2. Does proposed construction violate any zoning law, ordinance or regulation: ti,D 3. Will lot be re-graded N10 Will excess fill be removed from premises: YES NO Cj�sSi<x��, n.xs 4. Names of O�iner of premises AtiC(NCuY $PRR,4�Ll5t Address zHo Cnx4V floes, Phone No. Name of Architect U-AVT,;-xb§( e9u-tAddress Po euf- R05,SWO-IoLOPhone No Name of Contractor Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO Af • IF YES; SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED 6. Provide sur-ver, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ;TATE OF NEW FORK) SS-. :OUNfY OF ) Gi2/�it M . A(Z r being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, S)He is the p tT (Contractor, Agent. Corporate Officer, etc.) rf 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 application are true to the best of his knowledge and belief; and that the work will be )erformcd in the manner set forth in the application filed therewith. i�corn to before me thi• Ll da.' of G Notary ublic Signature of Applicant EUZA NOTARY P BLLIIC,,State of NSTATHISew York No.01ST6006173,Suffolk County Tenn Expires June 6,2(L-02L— I *—APPROXIMATE WELL SURVEY OF © LOT 45 MAP m GREEN ACRES�AT ORIENT r = a 0 FILE No. 3540 FILED APRIL 13, 1962 " SITUATED AT o � o y ORIENT TOWN OF SOUTHOLD LOT SUFFOLK COUNTY, NEW YORK VACAN S.C. TAX No. 1000-15-01-11 FOUW N 89'32'10" E 132.00' SCALE 1"=40' � AUGUST 17, 2001 FEBRUARY 5. 2002 ADDED PROPOSED HOUSE a oy N (� MARCH 22, 2002 REVISED PROPOSED HOUSE AREA = 21,1 12.32 sq. ft. N 150 . 0.485 cc. 4 16 z CESSPOOL--'�C '�' •• \J 10 coywIF, orEs 50' 45 LOT N N _ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM r EXISTING ELEVATIONS ARE SHOMi THUS:SOQ •a 2. REFER TO FX.ED MAP FOR TEST HOLE DATA. . 3. MMIBIUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; B' LONG, 4'-3• MADE, 6'-7' DEEP 4. MINIMUM LEACHM SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 sq 0 SIDEWALL AREA. 2 POOLS: 6' DEEP. B' die. �ED PROPOSED EXPANSION POOL PROPOSED LEACHING POOL v • a M PROPOSED SEPTIC TANK G > 5. T14E LOCATION OF WELLS AIR) CE53POoLs SNOMIN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 90 m (4 a FOUND 134 0' z . PIPE S 83.11'50" W —moi v a LOT 46 O T VACANT BP+� f oIL LAND co o cy `d z p F a 2sF 9 SAND S � � Y.s. Lic. No. 44661 urMlTHow�A1.18JtAA0N oR ADBIOON 10'71x8 SURVEY B A VgLiBgN OF SECTION 71'06 OF TIE NEW YORK STATE EDUCAMM MR. As z c�a[a uP EMs B W NOr 86rIRwc � 8 �sIL eclPllL CRS aild v Poa ^} 1TnE woo title Surveys — St"wisions r slue Fiw-- Cens&uc*n Loyola PWNE (631)727-2M Fox (631)727-1727 'ARK VIEW LANE �" LOCATED AT AadBEss i3B0 RQAMOK£ AVENUE PA. Bos 1831 RNERHEAD, N. York 11901 RiwIN494 Iter Yah ItSol-Oad4 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 2 / (,,, /02 DATE SUBMITTED:z%i s /02 APPLICANT NAME: (Jj►at���� y #' �tletsTif.12� SCTM# DISTRICT: 1,000 SECTION: 1 S BLOCK: I LOT: I I STREET: 16q.5 GR K 5 a , CITY: (7)Iz167km SUBDIV. NAME:69eeo cA� PROJECT DESCRIPTION: - ESTIMATED PROJECT COST: Zee o00 ARCHITECT 4NGINE :Qf)ameAcK FAST TRACK? tie SINGLE & SEPARATE CERTIFICATION-REQUIRED? YES NOTES: 5L -- ✓ LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25. erger.(A nonconforming at any time after 7/1/8 , " ZONING DISTRICT: CONFORMING? KO REQ. LOT SIZE: ,• ACT. LOT SIZE:"''�Z REQ. LOT COV. ACT. LOT COV. REQ. FRONT ye PROP. FRONT 'qd REQ SIDE if 3 ACT. SIDE o21j'0F REQ. REAR r„ PROP. REAR 60 WATER FRONTS ,c! o DESCRIPTION: PANEL #: FLOOD ZONE:, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT YE or NO, (BED #):--V DTE: i- /it/ -, PERMIT#:R10- of- TOWN i-TOWN SEPTIC RECEIPT.'Mor N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or C) TOWN ZONING BOARD APPROVAL: YES or�D TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or4S) NYS ENERGY&OR NOoZ / EGRESS (18 H min.? 4 sq total) ENT (SQ. FT. x 4%) ✓ LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: AIM46 W&Uc n•de o — `�fi� � •i - FEE STRUCTURE: FOUNDATION: I,Sag SF FIRST FLOOR : Z, 3 SF SECOND FLR :�� 2 Z SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE COT( J8o SF)- SF)= _SF X $,80 41 +$ -+$ _$ 1322. Q_ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/11/02 Receipt#: 3314 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 3314 Total Paid: $10.00 Name: Arm, Craig M 001675 Jockey Creek Dr Southold, NY 11971 Clerk ID: LES Internal ID:46904 OFFICk OCCUPANCY OR PLUMBER CERTIFICATION USE IS UNLAWFUL ON LEAD CONTENT BEFORE WITHOUT CERTIFICATE . CERTIFICATE OF OCCUPANCY OF QCCUPA�[CY BUILDING CONSTRUCTION NOTES: ' # SOLDER USED IN WATER �ppRpyEp tEO� SUPPLY SYSTEM CANNOT d GENERAL: I XCEED 2/10 of 1% LEAD. £, oA 1. All constnretion work shall comply with the New York State Building Construction Code and with the requirements des any governing NOTIFY BUILDING KPARTMEW AT PLUMBINGALL PLUMBING departments,as well as the requirements of authorities having Jurisdiction. 765-1802 9 AIA TO 4 PM 11�" 10 WkM FOLLOWING INSPECTION& &WATER LINES NEED comply Energy A 2. All work shall cam 1 with the New York State Ene Cade. 1. FOUNDATION • TWO WIWI= TESTING BEFORE COVERING A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in -i3 FOR POURED CONCRETE 2 ROUGH • FRAMING i PWMdIN� B. sufficient detail as required by the Building Department. insulate all ducts and piping as required by code. & INSULATION C. All windows,door sills,openings,etc.shall be caulked and weather stripped_ 4 FINAL • CONSTRUCTION MVW BE COMPLETE FOR C.O. PROVIDE ANTI-SCALD AND/OR 3. Provide one smoke detector on each floor,including basement. Provide smoke detectors in all sleeping areas. All detectors are to ALL CONSTRUCTION SHALL MEET THERMAL SHOCK PREVENTING be directly wired to the electrical system of the home. THE REQUIREMENTS OF THE NX DEVICES AS TO PART. 902.6(K) 4. Engineer is not responsible far the supervision of construction. General Contractor must verify all dimensions and conditions before STATE CONSTRUCTION I ENERGY construction or fabrication. Engineer is not responsible for an changes without written app CODES. NOT RESPONSIBLE FOR N.Y. STATE BUILDING CODE. DESIGN OR CONSTRUCTION ERRORS g' p y g prior royal. U 5. Do not scalp drawings. 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, DO NOT PROCEED WITH workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of FRAMING UNTIL SURVEY materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically contained in these drawings. OF FOUNDATION LOCATION 7. Electric construction is to conform to the National Electric Code,New York State Code,and LIPA. HAS BEEN APPROVED. ^FT� 8. Plumbing is to conform to the County and Local Health Department requirements,and NYS Code. UNDERWRITERS CERTIFICATE 9. All heat producing equipment shall be installed in accordance with NYS Code and manufacturers specifications. REQUIRED 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. PROVIDE OPENINGS FOR • •� > 1 I. Limitation of Professional Liability EMEPCIENCY ESCAPE A If Copper tubing Is used By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Drafting and Design,and for water distributing their draftsmen due to neglect,act of error,such that the total aggregate liability of East End Drafting&Design,and pEQUIREr ' PART 7 OF System; piping Shall be there draftsmen shall not exceod'the total fee for services rendered on this project. W I4•Y STATE BUILDING of types KK or._._ y 12. All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed PROVIDE SMOKE-DETECTING UNDERWRITERS CERTIFICATE without written permission. ALARM DEVICES REQUIRED 13. Owner/Contractor must verify an •y site specific requirements for the construction such as flood zone requirements,etc. AS TO PART. 721.E 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such 1Y.Y.S BUILDING CODS. Town Building Departments,DEC,etc. Z W O CODE COMPLIANCE: ry PROVIDE 3/4 HR. FIRE 1. Light Requirements: Habitable space except for kitchens shall have natural light equal to 8%of floor area. 0 RATED SEPARATION TO PART. 717.3 (f) (1) OF L�Liuu2. Ventilation Requirements: A. Habitable space except kitchens and bathrooms shall have natural ventilation equal to 4%of floor area,or N.Y. STATE BUILDING CODE mechanical ventilation providing two(2)air changes per hour. B. Kitchens as above,or 150 CFM mechanical ventilation. IF-17 C. Bathrooms as above,or 25 CFM mechanical ventilation. D. All fans shall exhaust directly to exterior. 3. Secondary Exits(Windows) shall be 4 square feet minimum with a minimum dimension of 18"and a maximum sill height FRONT ELEVATION of 42"above finished floor. 4. Stairwells shall be 36"width minimum,2'-8"clear, m GENERAL NOTES: Z CARPENTRY: r Q a F•�•i Provide double joists under all partitim walls unless otherwise noted. b Provide typical energy corners(*interior/partitions. cn Fireplace-provide support for hearth is required. Silt plates are to be 2"x 6"treated 40year CCA with sit]sealer. j�'� Q in Provide sill sealer-below termite shield. �+ ~ Walls are to be 9'-1-1/8"tail,or as noted. 2"x 6"- 16"oc exterior walls. w E"'� > 2"x 4"- 16"oc interior walls-unless noted otherwise, Alt wall studs are to be#2 or better Douglas Fir. M All other framing members are to be#2 or better Douglas Fir or otherwise noted. d Provide solid blocking beneath all bearing points. Provide structural metal connectors as required for all flush structural loading carrying conditions. Openings to have(2) 1--Y4"x 9-yZ"LVL headers-unless otherwise noted. F+i Lag bolt at all steel pipes. 3/4"cdx subfloor. 1/2"cdx roof sheathing.(5 ply) 7/16"osb exterior wal I sheathing. Provide fire blocking on all walls as required. CONCRETE: Strength=3,000 PSI at 28 day ASTM C-94 ready mix concrete. NOTE: All footings,foundations,etc.shall rest on undisturbed soil. VERIFY ALL DIMENSIONS Footings shall be 36"below finished grade-minimum, on undisturbed soil(4000 psi) AND CONDITIONS PRIOR AiI footings,foundations shall be formed. TO CONSTRUCTION Provide reinforcing buttress'on any wall over 20'long,T-0"below final grade. (2'-0"x 8"with 3-#5 rebar an 16"x 8"concrete footing) PROJECT = Damp proofing-provide plastic over tar. 789-2001 DRAWN t3Y: CMA ELECTRICAL: t,HECKEI) BYc Keep boxes 5"minimum from edge of box to rough opening. Electric construction is to conform to the National Electric Code,New York State Building Code,and LIPA. Provide one smoke detector on each fltxnr,including basement. Provide smoke detectors in all sleeping areas. All detectors are to lie directly wirtxi to the -02-01 electrical system of the home. SCALE 1/419 = 11_0 n PLUMBING: SHEET TITLE: Supply pipes in walls(for toilets)at 3"from plywood. Plumbing is to conform to the county and local health department requirements and New York State Code. Relocate all wall stacks through roof at rear of house,and spray to match roof shingle color. ELEVATIONS 077- SWEET NO- COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. O REAR ELEVATION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ENERGY CODE C:ALCULA'Ik'1, N3 �►�' ,� (For Non-fikctric Design Criteria: 6,000 Degree Days O.A.10 Degrees Fahrenheit I.A.70 Degrees Fahrenheit SUBSYSTEM AREA DESIGN "U" THERMAL RATING REMARKS Exterior Walls 2,216 .053 +223 R-19 INSULATION Glatm* g 560 .34 -138 MARVIN INSULATING LOW Doors 54 .40 -23 U40 RATF.D DOORS Ceiling(Flat) 847 .033 +12 R-30 INSULATION ! I J Ceiling(Cathedral) 572 .033 +9 R-30 INSULATION Skylights NA Floor 1283 .053 -6 R-30 INSULATION 292 .033 +5 R-19 INSULATION ry 111 O Foundation Walls NA Slab Insulation NA TOTAL: +82 W w NOTES: T ► Building Envelope Systems to meet requirements of 7815.2 HVAC Equipment to meet requirements of 7815.11 HVAC Systems to meet requirements of 7815.12 Duct Systems to meet requirements of 7815.13 Ventilation Systems to meet requirements of 7815.14 Insulation of Pipping Systems to meet requirements of 7815.15 Service Water R.eating Systems&Equipment to meet requirements of 7815.21 L J Electrical&Lighting Systems to meet requirements of 7815.31 =. NN i_.L. To the best of my knowledge, 0 EU belief,and professional judgment, these plans are in compliance with the code. Signed Dated , LEFT ELEVATION P 0 ca _ rTi r'Ti � m VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION PAMM No: 789-2001 DR" ar: CM A t:►EtaM ar: aAYE 10--02-01 SCAM stir ME ELEVATIONS SHM No: Q COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of WRITTEN AUTHORIZATION. RIGHT ELEVATIOlN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 1.21 V-6" -' 24' -0sb '-19je" 2' 7'-As" 2' 20'-634" 4' 6" 21'-6" f /-2- /-2w '-2b '-2w _7/ 7/ w 4" x 4' CCA POST ON ,.� 12' DIA CONC. FILLED SOMA TUBE PIER L(^y. A B TO BEAR'ONzUNDISTU�DSOSOIL C F D 0 (INSURE SOIL BEARING CAPACITY) >- PROVIDE CONTINUOUS Ni TIE ROD FROM CONCRETE PIER THROUGH FIBERGLASS COLUMN TO OVER THE TOP OF GIRDER FOR CONTINUOUS TIE 10 DOMM -- -=,r- - - - - - - -� 2x40- - - - _ _ _ _ _ _ _ -{_ = - - - - - - - - -f= �- - - - - - - - -�= �- - - - -- - = - - - -- _ F=� _ - '" LINE OF SHOWER �II � 9SIR1BI_ S GI@ t3 2x10 1 ( tDER !3� 2x �A GIRDER OfcCA GIROER ��=k LSZ CGd dBQlr6_ (3) 200QE�, .g� DECK ABOVE Lr J L_ l___ —7 mt _ ( 8 8 \cro w I 00 t %0 no 3 a 12 CCA or 11 1 DROPPED D8 FOUNDATION FOR i�1 C 1 2x10 CCA HOUSE BEAM / I _ —y WITH 2x2 CCA LEDGER 0 —FF- CN (0 I " 22'-9" I ( 2401 CCA HOUSE BEAM U° I 97N2x2 CCA (EDGER I I iF i L - _ — II 8" P.C. FOUNDATION oNI `� " CELLA 16" x 8" CONC. FOOTING D 00 X ^V 4 P.C. SLAB I I MIN. 3'-0" BELOW FINAL i I / {ij 1 0I GRADE J i /I 3 i 10,_9hA " -83/4" 10" -10" 3' II = I I AM POCKET " GARAGE ao P CKE T(2)1,-�4"x 11-� ' LVL GIRDER (2 1-3 4" 11-� " LVL GIRDER 1-�4'x 11-� w LVL GIRDER1 /4"x 11-� w LVL pRUFR L�11t FLUE TD BE I I I 4 P.C. SLAB W/ 6 x 6 WWM i - j - -" ExTENCED 12' LOWER UNEXCAVATED N M L- I_ THAN HORIZONTAL FLUE II COMPACT SOIL I I MASONRY � = DIA STEEL COLUMN AND HEIGHT WITH 0044. 0D - _ � HVAC CHASE ci CONFORM TO NYS CODE 0 o' 1 i 0 "v p I I ! I I DENOTES PLUMBING V 1 ■ I w I I FON '�i lO1sT5 As =° 2 CONCRETE FOOTING =° w PROVIDE�AS i I FU t" AREA ppx I ( ~ REQUIRED FOR tp 11) REQUIRED. fRNAI;'F q d' F. I PROVIDE MIN. OF La I I I WASTE LINE Sh10 i -4'L- J 100 SF. 5/8" III CJDRAIN : = y' I = _ FI SHEET TERODD I I I I AS CELLAR J i d PIP£ rn �C S' d ABOVE FURNACE 0 STEP FOOTING AS REQUIRED TO i X 4" P.C. SLAB a x i VERIFY ALL DIMENSIONS 7- MAINTAIN A MINIMUM OF 36" C4 0 o I ' I �i AS PER. I I ( BELOW FINAL GRADE. I — d I .r INSURE SOIL BEARING CAPACITY. —1 I "— 1 Fw�l a r" " DIA STEEL COLUMN I ON _ �n i F_ \ 2'-0" x 2'-0" x 1'-O" E DROPPED FOUNDATION FOR DROPPED FOUNDATION FOR Aj!E CONCRETE FOOTING I I_ _ a—0" x 8'-0" GARAGE DOOR_ 9'-O" x 8'-0" GARAGE DOOR I 1 i 2820 __ - - - - - - - - ` I �° BEAM BEAM POCKET N POCKET — — ,�- - - - - - - - - - -2'-0" CONCRETE APRON - - - - - - - - - I -- — (2 1�4' xii - 0 CONCRETE APRON IS TO BE2820 " '-7Y4" '_0�4» 2820 Vll ALL DIMENSIONS AT TIME OF GARAGE I i•1 — — — j I SLAB AND ALL OTHER FLAT $" PC FOUNIDAT10N AND CONDITIONS PRIOR oN TO CONSTRUCTION WORK. 16" x 8" CONCRETE FOOTING % MIN 3'-0" BELOW FINAL GRADEJ PNxJJECT : � — — m— — — � 2x8 CCA wousE BEAM 789-2001 N MATH 2x2 CCA LEDGER DRAWN BY: Ir Yx7 2�c10 CCA GI I ��(2) 2x1O CCA DER 4" x 4" C POST ON CMA 'L��-'�- -" - - - --- - - - - "- 1 12" DIA CONC. FILLED BONA TUBE PIER ON 2-0"x Y-Wx 1'-0" FTG. CHECKED BY: BEAR ON UNDISTURBED SO . (INSURE SOIL BEAINGCAPACITY ) -4 - DATE: PROVIDE CONTINUOUS TSI" 71E ROD FROM 14' CONCRETE PIER THROUGH FIBERGLASS 10-02-01 COLUMN TO OVER THE TDP OF GIRDER FOR CON7MOUS TIE DOWN SCID: SHEET TITLE: A B D FOUNDATION PLAN 6'-6* Ib Y '-9y4 f2%b L-----6'—6' Y SHEET N0: 24' '-6" 10' 4' 10' 14' COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1'_6» UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3 of WRITTEN AUTHORIZATION. 9 FOUNDATION FLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 11= 24' -06" -1516" 2' 7'-^6" 2' 20'-614" 14' 21'-6" -moi" -31Y1s" 3'-7�4" 3'-7�'4" 11'-QY2" -fiY4" --6'-9Y4" 7'-2%. u 34' 14' z _23P-8h" _g " " '-4" 14'-4" -4" 14'-4" -4" A B C D j'�'1ry mm. q PROVIDE FIREBREAK SHEATHED (2 SIDES) IN PORCH ROOF AS REQUIRED BY NYS CODE. 12' HB&G PERMACAST COLUMN 12" HB&G PERMACAST COLUMN 12" HB&G PERMACAST COLUMN o e _ (21 1W x 11W LVL " - - - - - GIRDER - - - - - - - ��tt,�� - - — - - - - - - - - - jntzj� DECK HGT. TO _V' - COVERED PORCH DDENO ES PLUMBING I I SHOWER T. TO 3-- '-1}�"—(T " I FLOOR BOVE. OFFSET BE SET IN FIELD JOISTS 140TUB DRAIN EQUIRED FOR S I W I x I OPEN DECK �I -~— r OPEN DECK I m I tO TOP TI ARE TO gENSET WINDOWS' a I AT 8'-0" AFF NQIE; PLUMBING SUPPLY PLUMBING SUPPLY LINES ARE TO 8E I^ (2) MARVIN CLAD MAGNUM TILT-TURN RUN IN WALL x I < I W 3'-0' x 5'-6' lid RUN ARE L BE PYA ABOVE g I �. - (2) 1-3/4' x 9-1/2* LVL I I I x 'Py RUN IN WALL VPI 3068 U40 DOOR TOP OF FRENCH DOORS 3' SM '� TOP OF FRENCH DOORS M _ ARE TO BE SET I I i ��o�\�(b ARE TO BE SET I I �y (� AT 8'-?J¢- AFF I a + ✓L 4, AT W-2)4' AFF I I �.../ MAR N INSMANG CLAD ULTIMATE FRENFH DOOR 1 O (2) 1-3/4" x 9-1/2' LVL S• �QI, N = 3'-0" x 8'-0' N I I �6`. G� = MARIAN INSWING CLAD ULTIMATE FRENCH DOOR = I ( TOP OF FRENCH DOORS N 12'-O' x 8'-0' 23'r5"— — — — — %" ARE TO BE SET I = cJ: (2) 13ii" x 1136 LVL - � � AT 6'-1 AFF = f 1 (2) 1-3/4" x 9-1/2' LVL .I �p I PULL DOWN I " (3) MARVIN CLAD STATIONARY TRANSOM a STAIRCASE w I VERIFY DIMENSIONS �-� 14 -$" 31¢"HORIZONTAL SM }J' L — — — — — J �" ?� DBL 1136 JOIST DBL 1136` JOIST MARVIN INSWING CLAD ULTIMATE FRENCH DOOR c O o 9'-O" xOD N = I NA40 x 11 - 1 B" oc i 7'-9}�' VA40 x 11 T- - 16" oc �'• D;r d, I o �N 9- H � I F g'-14- H (B) 1 3/4' x 9 " LVL p j < x x �--1 MARIAN CLAD STATIONARY TRANSOM rr- Z. GARA E o '� _� I I 3'-0' x r-6• a '? Q 4" PC SLAB w 6x6 WWM 0 m o (3) 1344'x 1136' LVL FLUSH BEAM x I / Ll $ °$ i i I Jh HORIZONTAL SM m a DINING ROOM ; I I MARVIN INSWING CLAD ULTIMATE FRENCH DGR a^� °v, d N ✓� I d I (2) 1%'x 1136" LVL FLUSH BEAM yj p 'j ' 10" HBNIGG PERMACAST COLUMN SU N R OOM " < �.• in LAJo a c 2'- =-1 k--3' 10=-+�2'-1"o I mill - VVEERIIFFYAFFIIREPU1TCE OPENING SIZE ® cv � p 00 —LP AND HEARTH HEIGHT AND d N J /D O w SPECIFICATIONS WITH OWNER. x, {S1[A) Z m Ill m �y+ _ ` // O I { Q I -> > 3080 U40 FIRE RATED w DBL 11 rb JOIST a � s N � -� DOOR AND ASSEMBLY M "> o �" 8 t',', 1,i" LVL RIDGE BEAM � x 3 x Y tp c y MATH SELF CLOSING HINGES Q c�I I! 3 �NRY�H�51ZE . � � � '� � t�i AND HEIGHT WITH OWNER. I � p I T .r{ < CONFORM TO NYS. CODE. _7 t;BEA1M p o o' r r 1n + x I 2680 6 �' � HVAC CHASE I VERIFY ALL DIMENSIONS = I v AND CLEARANCE AS PER. SHO N POCKET `�'� 4 o DRAIN '10 NYS. COOE_ KITCHEN 'I 1 '= PROVIDE OUTSIDE AIR cV N i PROVIDE 5/8- FIRE-RATED �y r . _( I I AS PER NYS. CODE. O SHEETROCK ON WALLS & p(Qjf; » » e � ^ ' 3'-1 17%2 j CEILING AS PER NYS CODE PROVIDE CATS IN WALLS x BATH O 36', 54•, 96' AFF I I LIVING ROOM FOR ALL UPPER AND �,i ' 04 �N'tIo o t I ;5h" '-4" " LOWER CABINETS. $ MARIAN CLAD STATIONARY TRANSOM x x ` o n n 7 » (2 1-3/4' . 9-1/2-4 (VERIFY LAYOUT WITH OWNER) O 3'-0' x 1'-6' . S' N • WI40 x 11 " - 16" oc WI40 x 11 - 16" QC ) - Tue O ,> � Z - FLOOR ® 9'-1 " ABOVE HOUSE FLOOR VA40 x 11�" - 16' oc DRAIN ' HORIZONTAL v ® 9' 1 ABOVE HOUSE L ) MARIA CLAD MAGNUM TIL!-TU /HOPPER _ - 3'-� a 2'-0' x 4'-6' I MARVIN INSWING CLAD ULTIMATE FRENCH (,2) / , / < = S-O" x 6'-8' 1 3 4 x 9-1 2' LVL try I " E I ' IS TO PROVIDETRICAL DUCTING I ^ IM40 x 11W - 16` oc " a Aj�E I r FOR RANGE HOOD. _ H 3 SM 3 Sm (2) 1�4" x 91a" LVL HEADER (2) 1�4" x 9J¢" LVL HEADER l .- (3) MAIJtviN CLAD STATIONARY TRANSOM \ UP TE 3'-0" x 1'-6" Vpi r HORIZONTAL SM ' 9'-0" x 8'-0" GARAGE DOOR 9'-0" x 8'-0" GARAGE DOOR TOP OF TILT/TURN WINDOWS " 2) 1- - " LVL �- i" ,- (2) 1-3/4" x 9-1/2" LVL I r?00 ARE TO BE SET — — (2) 1%*x 11� LVL GIRDER (3) MIARVIN CLAD MAGNUM TILT-TURN AT '- " AFF — — 3'-O' x 5'-6' 3"SM '- 3" OF TILT/IURN WINDOWS (2) MARIAN CLAD MAGNUM TILT-TURN o FOYER (2) MARIAN GLAD MAGNUM TILT-TURN ARE TO BE SET 3'-O' x 5'-6` AT 6'-tOl4` AFF 2'-0' x 4'-6' two et *Y ALL TOP OF TILT/TURN WINDOWS N 10 0�» » TOP OF ARE T BSE SOWS A' � "i ARE TO BE SET 2 -1 yl — » AT 8'-0" AFI TO C(�N*J'TitJe"+"4tt11+ AT W-O" AFF 5y2 x 1068-3088-1068 � � = I g N - - - - -COVERED - - - - � j 12" HB&G PERMACAST COLUMN MARIAN CLAD MAGNUM TILT-TURN Ch�t'A . UNIT SIZE: 3'-0" x 4'-0" ROUGH OPENING: 3'-1' x 4'-1' C w'' CLEAR OPP16 VADTH: 37' - 8 1/8' - 28 7/8" w CLEAR OI�tJ 4 HEAHT: 49' - 7' - 42" h CLEAR OI0ONQ N.42 SO. FT.mom . " - ." . PROVIDE FIREBREAK SHEATHED (2 SIDES) " '-4" '-4" �$" IN PORCH ROOF AS REQUIRED BY NYS CODE SktAtE: : TIIC;E: 1275 sq. ft. Living Space F 576 sq. ft. Garage A B C D 43 sq. ft. CoveredEntry 1S P 322 sq. ft. Covered Pore 196 sq. R. Open Reek " " " ,— " ,— " , 7> r— " — " '-9Y4' T- 4" '_g" 11' '-6 '-9 '-9 1Y4 3 10 '4 7 -��s ; '_6" io' i4' io' 14' a COPYRIGHT 2001 EAST END ©RAFTING & DESIGN 24' ALL FLOOR PLANS AND ELEVATIONS 'ARP P4�CTI C"IEn UNDER .FEDERAL COPYRIGHT LA�WL. PLANS MAY NOT BE LREP"RONCED WTHOUT WRITTEN AUTHORIZATION, FIRST FLOOR PLAN ALL PLANS ALIO DESIGNS AIDE THE SOLE PROPERTY Of EAST END DRAFTING & DES1�; THE RIGHT TO BUILD ,ONLY QNE $jftCT9E THE: PLANS IS LICENSED EXCLI-SIVELY TO THE' I�Y�; - i .. .. - t :$ ' afn i r - , _ _ - k:'. r fir.:, .�- ri 'k"t`p Mit .S'- k�tj„ r a. .,�, * ,, ,�, v`' , . w ': kr�k°w .- a,W'. J 90,, - - b r F "^'+ it n cyd �,r r - " Ca h,' It I . - � - -. .-• - .. - I'i Y fir,, .�. y.A� it . - i , { } uta + .`'}+. 'vI - I a . ., . - . y I-1 ;11 r . - ., - i:. J J _ I ,. , i n+ - Yt roe' ., .,. r:' <{ r .,, _ - � - ��A r;k .:y f*ifieP - .. .. + § { hi i - - 'h �' ,. ,. `, - - , - i . - - .. - 6 I r k n € ! }o,e - k � ( a r,P' , .M 9' ul Y - r C 4 c z �.',r ,,i y t '.. ,-t7, I. ,. - ., - - JCA ��w �.', -11 ' m 1'111 11 34' y i ' \. �� v - n r r i. 1'-7-Na" 0' 0'` w 0. 11 Y"7` 6* . ---�) ' ---�' '-87/411 _,q'_l��w —�� ' V � i f V 'l: I - Y - p! h.. -9i S f�Ji �, I 11 ,. .I - t +' 1 /"1 V F V - t 't )t �— ..t + - �1 ;, 24' t -rmR $ �- s-r ,� ''t 2' 12' TOP OF TIL f/TURN WIW XWIS TOP OF TILT/Tum "ROWS ARE TO BE SET ARE TO tt At a''-10W AM TOP OF AMtINNSr WMiOOMIS AT 6'-1Qij� AFF (2) PIAN CLAD 1rIAflINJN TILT-TURN ARE TO 81: SST a , AT r-t%' JIFF (2)'MARMN L'�.JID-MAt�11UN ILT-TURN Y—(r x W—W X—C' x 4'-W " . 11 - -]—— ———— --A�ww——— — � � - �i,i� �� I I ��L- .1 -� ( - x a I/ " LVL ( ��- � x + t, LVL L '!- h 2x8--16' oc i I 24I it --�,6` oc V I 0 s- AFF I / \ I 0 -1 AFF I / TV OF TILT/TURN WWDOWS - — — — —— w - — x t " x ftlj" lVL FLUSH V - �) (x) i ' x LVL FLUSH IL AR To r s�T PR ! E PEN�� I '1111 —11: g AT 8�-IOi�" AFF w r r w d —1 ---9 —1 `a " 7 NARNN CLAD NMIwNJM TILT-TURra ` -E?9C�RiPE AS '-4 �' __ _ _ _ 1'=fie" PROVI�E �~ 1NGS F _ X-o x +-w REQ R D Y PART. 714 OF , (a) s-a/4• x 4-,/ • LVL a EMERGENCY E CAP S N.Y. " BUILDI sPl.r .. r � I c L Am EQUlRED Y P R3 OF r- �-� ;� �� - -_ . b w R ' .Y. STATE BUIL IN DE , I t' 11 0o R I f ' a I { o 1` a I —r----4' -ff -6 -5ww'-'v t 0 8 . ** � I I *40 �, II - - - - - - -- ---- R10 ,,- �, ' , 11 II i l I I I I o� � sass �+ b _ _.. — _. _. ,._ ..� ._ _ — — — —— �II I1 I _ —, _ _. _. ._ __ . ' ,M Il I N , 11 11 II 1 I R 0 OI ,-1 w ( .n I I I �'��• ._1 M R ,� I I 1 A4OVE _ yY� . I I d—1 r m ,— I ATTIC I R R I I I .; 11 I I ! �+ I R� I I I I PROVIDE 0 R `� a I I . I I EMERGENCY ESCAPE AS . 11 II R 1 0I I i 1 � FIT QL!lIRE1. ' PART. 71A t�F 1 a � BATH I � R I I; It$11 I ,.r���,: � I91DIN, . �'C��E I I _ I w i I �.R I { I 11 I I i / I i I ,.*. I 2X8- 6 oc m I I I I I l I I i $ I I _ _ _ b � 1'- 3'-6 '-7r 1 I I � """�. -' 9 I L � �- � �, ill I , I �`� * 11 1 t, 4, II I -. `-10 3' 3 I I 1I LI I I �"" II II I I I I I --- - _ _'_ _ -- _ _ — _.._ _ _ ---_j I � � y, 1 1 —— -� E 1I I1 4 " w�►u I I i I 48` WALL I - -- - _ . - - - _ - - - - --__ � �. 11 II -8 I I I I w 1Y I I . __— _� _ - - Jj i 511 —1Q M n (2 1-3/4` x iM-t/a' LYL -i— ---- •- r - —� - f YARMbi CLAD MA TMT-TURN (x) t-3/4• x ly-1/a� Lvt— (aa 1--a/4* x 9�116" LkA (2) 1-a/4• x 9-1/�" LVL 3'-f3' x 4-O' NARVIN q AO NAdVUM T1Lt-tURN I MARVIN CLAD MAO+ik1M TW-TURN I MJIRMN CLAO NAOMIJM TILL-TURN 5,' TOP OF TiIT/TLq ! WM001MS 3'-O" x 4'-tl" I S-c" x 4"-O" I 3�"O• x 4''�C' 1AARVtlN CLAD WhaNt►M Tll t_TU1 ^ ' ARE TO 8E SET 159 SQ. FT. BEDROOM TOP of Txt wlNDor�s T�iP OF TIL" top of TILT w►xao+�s uNIT -o• xe—cJ• AT r�`-1tIJ� AFF 52.5 SQ. FT. LOFT ARE TO BfE S ARE TO E#E SET ARE to 9E SET ROExalrl o� -'' ` ! I I �' -1" x 4-1 A � �I W, Wt I - '� AT 6'�-tp1�" AFF 1 AT F!'-tib" Afl I AT !f'-1q1�' JMFF CLEAR OPENNG N1 6 1/ - 28 7/d'w � �� e _ _ _ — .._ _ — .- —._ — _ — ^— _ .-_ CIEAtiI O�WN'r. 4Y"' - 7• . �I L II Y NOTE: ALL ARE NOTE: ALL OORM�4S ARE CLEAVFt � to W FT fK 9UILTNTWU I I 9E BUILT ON T1WPLE axt0 RAF MS NOTE: ALL ARE ax1O RAFTERS '�', '"' 8E BUILT tai "E 2xt4 RAFTEI:S I- p 41w _ � kc , - , � - � , �� ;�,� ': j., ,i ,ft' 't 4M � 1'-- ' 4" A C F a , �� . ., !- I K 1 w Y M . » • w Y w l .— w 3Y_�» '_g" '-1}�` Y-9w ._1r ._9r 3. 9w �, . „ . . 3#' ,= x ;: �,i _ 4i - ALL FLOOR P ANS Ajrti� LEVA110" AF � t�"I IST SECOND FLOOR PLAN � � 11NQ�R �� 'AL � 1 T W . PLANS MAY W1 . .R R C p WITHOUT , 992 sq. ft. Living p c� + Loft t WRIT 'EN At m° A I ,I � ` 'ALL I'E:A Ss � .I �LVN � D I� � %� ;£ , )"'T '" I L.L . ! T # 1�# 4 t r . 1 SII , -- 4 .. S' uj B D F E F - - - - - - - - - - - - - - - -� W v- - - - - - - - - - - - - - - - v- - - -- - - - - - - - - -- - -- - - - - - - - - - - - - -- - I i C � it I I III - - — — — - - — — — II �- - - - - - - - - - BEDROOM WALL BELOW I _ _ _ _ _ _ _ _ _ _ _ _ __ _ 159 SQ. FT. BEDROOM — — — -- — I I N 52.5 SQ. FT. LOFT II 'zQ' e a T I - - - - - - - - - LADDERI I iTO z LOFT I I it i I I o j I a OX I � � II 111 IL - - - - - - I 00 Ij III j I 48 Q � II ill -- -- - - - - -- -- - --� �—' - - - - II III I I I I I I I I i C I I z II L - - - - - - - - - - - I I I I I I I I I I V� Q Wwt� I III I I 1 1 I I I - - ..._ ._ _- - - _ _ _ � LI III A I I I I ! I 1 - -- -- -- - - -- - - - - - - - A ! ! I I I I II - - - L - —— — —— _ — __ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - -� - - - - - - - - -- - - NOTE: ALL DORMERS ARE TO I NOTE: ALL DORMERS ARE TO 1 NOTE: ALL DORMERS ARE TO BE WLT ON (3)2x1O I BE BUILT ON (3)2xlO I BE BUILT ON (3)2x10 VERIFY ALL DIMENSIONS RAFTERS W/ 2x PACKINGRAFTERS W/ 2x PACKING RAFTERS W/ 2x PACKING BETWEEN OUTER RAFTER I SETWEN OUTER RAFTER I BETWEEN OUTER RAFTER AND CONDITIONS PRIOR AND 09L RAFTER UNDER I AND DBL RAFTER UNDER I AND DBL RAFTER UNDER TO CONSTRUCTION DORMER WALL - - -- -- - DORMER WALL DORMER WALL - - - - - - - -- PROJEl:T N0: 789-2001 DRAWN BY -- -- - - - - - - - - - - - CMA CHECKED BY: DATE: 10-02-01 sau.E: 1/4' — 1'-0" 8 C D F E SHEET T1TtE: LOFT -PLAN �oFT P�a� SHEET NO: CQ COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 6 'of 9 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 0 1 B C D F E F+y � Lij { =11- - ===- � r - I I- I I +� II- - - - - - -� I �' " I I �7 I I x A` x i t a- 1 { � - - - - - - - - - - - - - - - - � 1 I1 II IIII { � i1 I o�o o o (2} 2x10 RAFTER HDR (2} 2x10 RAFTER HR'z— _ IN N w N lf i 11 �P - - - F- 1 N v II I I N v l It fi�� t I I L - _ _ _ _ _- - - - - - - ' I i II a E= - � I Ij �+ I Ilr - i - _ _ 14= — — — — — LVL - - ti _ _ — -C �'" 2L1x-L4" LV1 I I I LOWER RIDGE BEAM F - - - - SLOW R RIDGE BEA ,-� t 1 F t ( °C 1--Y4" x 111-7/a" LVL RIDGE BEAM I I I I I� V Z III - ► I I I i-41 9 1—�Y" x 11-3C LVL RIDGE BEAM I I 1L _ _ - - --_ -{ I If--- - _ f I 4 1I i L — — — — — — -� I (2) 2x10 1 ,i- — — (2) 2x10 (2) 2x10 I I I x I'' I t I RAFTER HDR ( � — — FTER HDR RAFTER HDR I t I ,t, L. - - - -� � Ii 4� � III i i I I '; I1 i1 I '• �� t I TT - � I { 1 E..r+ z I II - - - - - - -- - - - I- II ( - - - - - - - - - - -I I I I If r II I i I II f It t I Ir - 11 I ilr 1 In - - - - - - - - - - - - - - - - -� f^ - - - - - - - - - - - - - - - -J A it l i I I t x I it til I I I I I • LL=--__--___ ____ _— :--7- -JJ I t _i - 1— II IL —a. Lt- - - -- - - - - - - - I ) - - - - - - - -iJ t i NOTE. NOTE: ALL DORMERS ARE TO NOTE ALL DORMERS ARE TO NOTE: ALL DORMERS ARE TO VERIFY ALL DIMENSIONS BE BUILT ON (3)260 I BE BUILT ON (3)2x10 I BE BUILT ON (3)200 AND CONDITIONS PRIOR RAFTERS W/ 2x PACKING RAFTERS W/ 2x PACKING RAFTERS W/ 2x PACKING BETWEEN OUTER RAFTER I BETWEEN OUTER RAFTER t BETWEEN OUTER RAFTER TO CONSTRUCTION AND DBL RAFTER UNDER AND DBL RAFTER UNDER AND DBL RAFTER UNDER DORMER WALL �-- - - - - -WR1M16R-WAE6 - - - - - - - DORMER WALL PROJECT W. I 789-2001 I I DRAWN EI- ��`'� - -- -- - - - - - - - - -- r � CMA _ CHECKED BY': DATE: 10-02-01 SCAM- 1/40s CALE1/4" = 1'---0" B C D F E SHEET TRIS: PLAN PLAN ROOF PLA SHEET NO: COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 7 0f 9 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. CONTINUOUS RIDGE WENT --_---------1-% x 11-%" LVL RIDGE BEAM 1 CONTINUOUS RIDGE VENT t2 LVE RIDGE BEAM 2x6-t6" oc COLLAR TIES -'�-t-�;" x 11-V--------2x4-16" oc BELOW RIDGE -BEAM 200-16 oc RAFTERS -- " CDX ROOF SHEATHING 12 2x1 }--16 oc RAFTERS 15# FELT til 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES --'-- " COX ROOF SHEATHING 15# FELT 2x6 / 20 STRONG BACK -- R-30 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-16" oc HANGERS INSULATION I NI HIED ATTIC WI CLOSET HURRICANE CLIPS (TYPICAL) HURRICANE CLIPS (TYPICAL) -Nw COX SUBFLOOR — GLUED do NAILED ti 2x6 SUB FASCIA w 1x8 FASCIA — WRAP IN ALUMINUM ����XX�� 2x6 SUB FASCIA w/ 1x8 FASCIA — WRAP IN ALUMINUM W40 x 11, —%* —16" oc t / JCXXXxX W40 x 11—iib" —16" oc 16" VENTED SOFFIT — CERTAINTEED VINYL BEADED WAINSCOTING E i (3) 1—Y4" x 18" LVL DROP GIRDER R-30 FIT — CERTAINTEED VINYL BEADED WAINSCOTING INSULATION"L� F' DBL 2x6 PLATE 2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS n" it OSB WALL SHEATHING � J" OSB WALL SHEATHING �•'^� TYVEK HOUSEWRAP �.J I � TYVEK HOUSEWRAP GARAGE CERTAINTEED CEDAR IMPRESSIONS CERTAINTEED CEDAR IMPRESSIONS 5/E" FIRE—RATED SHEE RTR= PROVIDE FIRE BLOCKING IN ALL 9' WALLS BATH HAUL LAUNDRY PROVIDE FIRE BLOCKING IN ALL 9' WALLS Oa wAus AND eElt�ntG R-19 INSULATION PER NYS CODE Ld 2x6 SHOE 4✓4" CDX Su FLOOR - GLUED & NAILED 2x6 SHOE � z 2x6 CCA SILL PLATE w/ TERMITE SHIELD do SILL SEAL r u r. _ _ -- - - .a. ` s- - _ �.... 4✓4" CDX SUBFLOOR - GLUED do NAILED WA40 x 9X�"" -16" oc 1j" RIM JOIST - W140 x 11%" - 16" oc FLOOR JOISTS " x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" oc R-19 INSULATION 4" P.C. SLAB W/ 6x6 WWM 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL UNEXCAVATED 8" PC FOUNDATION WALL 4" x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" oc COMPACT SOIL 8" PC FOUNDATION WALL "` Li__� 2x4 KEYWAY ' DAMP PROOFING - 6 MtL POLY OVER TAR CELLA ry 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE 0 BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY 4" PC StLAB 2x4 KEYWAY INIMUM CROSS SECTION A MI x M F FOOTING MOF 36 BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL CROSS SECTION THROUGH GARAGE INSURE SOIL BEARING CAPACITY CROSS SECTION B CROSS SECTION TIHROUGH MUDROOM - - CONTINUOUS RIDGE VENT z (2) 1�4" x 14" LVL RIDGE BEAM 0004 z 2x8 FALSE RIDGE 12 24-16" oc. (FALSE RAFTERS) 12 12 2x10-16 oc RAFTERS CONTINUOUS RIDGE VENT a 12 —j" CDX ROOF SHEATHING12 1-34" x 11-%" LVL RIDGE BEAM CONTINUOUS RIDGE VENT 15# FELT OR 12 200-16 oc RAFTERS 1-34" x 11— LVL RIDGE BEAM 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES CDX ROOF SHEATHING >r 200-16 oc RAFTERS 15# FELT SHEATHING LFT 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES < CDX ROOF SH E HURRICANE CLIPS (TYPICAL) ( z R-30 15# FELT HURRICANE CLIPS (TYPICAL) in INSULATION 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x$-16 acR-30 INsuLaTTON HURRICANE CLIPS (TYPICAL) 2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM 2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM ----2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM ---`12" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING t --12" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING t-- ---12" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING DBL 2x6 PLATE E�:DROO DBL 2x6 PLATE C 2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS DBL 2x6 PLATE 'P L " OSB WALL SHEATHING 2x6-16" oc WALL SPUDS em R " �6�. 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" t I I 10-02-01OSB WALL SHEATHING TYVEK HOUSEWRAP KITCHEN DINING ROOM I I 1�qp 1,_0„ CERTAINTEED CEDAR IMPRESSIONS I I R H PROVIDE FIRE BLOCKING IN ALL 9' WALLS SHEET TfItE: R-19 INSULATION I 2x6 SHOE 43'4" CDX SUBFLOOR GLUED do NAILED ( I 12" MBdcG PERMACAST COLUMN " CDX SUBFLOOR - GLUED do NAILED I I x 6" TREX PECKING (FASTEN w/ SS SCREWS) �©��� -Y4 R aw w 1 J" RIM JOIST — W140 x 1l%* — 16" oc FLOOR JOISTS W140 x 9 —16 oc 17 2x10-16" oc — CCA (2) 1-�4"x 11—iib" LVL GIRDER I � SECTIONS LR­19 INSULATION I I (3) 2110 CCA GIRDER 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL I { " x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" oc I I t2' DIA CON' 2'--T) Sl'- TUBE PIER ON 2-O"x 2'-0"x t'-Q FTG. 8" PC FOUNDATION WALL a ( I TO BEAR ON UNDISTURBED SOIL DAMP PROOFING - 6 MIL POLY OVER TAR ' CELLAR 3 " DIA STEEL COLUMN I I (INSURE solr BEARING CAPAaTY) SHEEIrNM ION PROVIDE CONTINUDUs 4" TIE ROD FRAM Q COPYRIGHT 2001 EAST END DRAFTING & DESIGN 2'-0" x 2'—O" x 1'-0" ( I CONMTE MTHROUGH FIBERGLASS CONCRETE FOOTING { I �aN TO avat THE TROP of ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED GIRDER FOR CONT"JOUS TIE Dowty UNDER FEDERAL COPYRIGHT LAW. 4" PC SLAB I 1 PLANS MAY NOT BE REPRODUCED WITHOUT I I WRITTEN AUTHORIZATION. 2x4 KEYWAY n ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 8 -of 9 16" x 8" PC FOOTING CROSS S E C TI Oy C EAST END DRAFTING & DESIGN. MINIMUM OF 36" BELOW FINAL GRADE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY CROSS SECTION THROUGH BEDROOMS, KITCHEN & DINING ROOM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. t CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2x8 FALSE RIDGE 1--h" x 14 LVL RIDGE BEAM � 1 x 11-74" LVL RIDGE BEAM 12 't 12 2x6-16" oc. 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PROVIDE FIRE BLOCKING IN ALL 9' WALLS W140 x 11-7�" -16 oC 40 x 11-41 -16" oc R-19 INSULATION 2x6 SHOE �" CDX SUBFLOOR - GLUED & NAILED PACK OUT & WRAP GIRDER AND FALSE GIRDERLij Y." CDX SUBFLOOR - GLUED & NAILED x 6" TREX DECKING (FASTEN w/ SS SCREWS) Z i ' RIM JOIST - M40 x 11;fi" - 16" oc FLOOR JOISTS W140 x 9)"" -16" oc _ _ R-30 INSULATION CERTAINTEED RT I TE xD 3 VINYL BEADEDWAINSCOTING >� 2x10-16 oc CCA ( ) (~� R-19 INSULATION (3) 200 OCA GIRDER 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL L1V(NG ROOM +_ " x 12" ANCHOR BOLTS - MAXIMUM OF W-0" oc 2x12 CCA HOUSE BEAM 12" DIA CONC. FILLED SONA TUBE PIER COVERED PORCH 8" PC FOUNDATION fON WALL w/ 2x2 CCA LEDGER TO BEAR ON�UNDISTURBED SOIL DAMP PROOFING - 6 MIL POLY OVER TAR CELLAR (INSURE SOIL BEARING CAPACITY) LLI I PROVIDE CONTINUOUS Jr TIE Roo FROM a'4" COX SUBFLOOR - GLUED & NAILED - 12" HB&G PERMACAST COLUMN ry CONCRETE PIER THROUGH FIBERGLASS COLUMN To OVER THE TOP OF 4" x 6" TREX DECKING (FASTEN w/ SS SCREWS) 4" PC SLAB GIRDER FOR CONTINUOUS TIE DOWN W140 x 93k"" -16" oc 2x4 KEYWAY 2x10-16" oc - CCA (2) 1-�4"x 11-7.fi" LVL GIRDER LR-19 INSULATION (3) 2x10 CCA ORDER 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE 12" DIA CONC. FILLED SONA TUBE PIER BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY ■ TO oN 2-0"x 2'-o"x UNDISTURBED SOIL FTG. BEAR ON UNDISTURB CELLAR 3)z" DIA STEEL COLUMN IN (IN CROSS S E C Tl O N E I ON SURE SOIL BEARING CAPACITY) 2'-0" x 2'-0" x 1'-0" PROVIDE CONTINUOUS X2' TIE ROD FROM CONCRETE FOOTING CONCRETE PIER THROUGH FIBERGLASS COLUMN TO OVER THE TOP OF CROSS SECTION THROUGH SUNROOM 4" PC SLAB GIRDER FOR CONTINUOUS TIE DOWN CONTINUOUS RIDGE VENT CROSS SECTION D Z 2x8 FALSE RIDGE 1-Y4" x 14 LVL RIDGE BEAM z 12 CROSS SECTION THROUGH FOYER, LIVING ROOM cn 12 2x6-16" oc. (FALSE RAFTERS) W Q 200-16 oc RAFTERS N " CDX ROOF SHEATHING Q ,� 15# FELT CROSS SECT110N Ei 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES CROSS SECTION THROUGH (LIVING ROOM, r COVERED PORCH, MASTER! BATH AND (y,, 2x4-16" o(c HANGERS MASTER BEDROC)M Q HURRICANE CLIPS (TYPICAL) i� n 2x8-16"' oc e 2x6 / 2x4 STRONG BACK 2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM ---12" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING pods. DBL 2x6 PLATE 2x6-16" oc WALL STUDS " OSB WALL SHEATHING R-30 TYVEK HOUSEWRAP TOP OF STAIRS HALLWAY BATHROOM INSULATION CERTAINTEED CEDAR IMPRESSIONS NOTE PROVIDE FIRE BLOCKING IN ALL 9' WALLS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR oll R-19 INSULATION TO CONSTRUCTION HURRICANE CLIPS (TYPICAL) .c 2x6 SHOE 2x12-16" oc RAFTERS (RADIUS CUT) PROVIDE FIREBREAK SHEATHED (2 SIDES) ItN PORCH ROOF AS REWIRED BY NYS CODE. J 89-2001 WI40 x 11-7�" -16 oc W40 x 11-�" -16 DRAWN BY, i ?�,� i (2) 1-%"x 11-3fi" LVL DROPPED HEADER GIRDER PACK OUT & WRAP GIRDER AND FALSE GIRDER CMA CHECKED BY: PACK OUT & WRAP GIRDER AND FALSE GIRDER 2x6-16" oc CERTAINTEED VINYL BEADED WAINSCOTING R-30 INSULATION (OVER %" x 3 SPRUCE LATH) DATA i 10-02-01 CERTAINTEED VINYL BEADED WAINSCOTING I I ' LIVING ROOM (OVER %" x 3 SPRUCE LATH) { I _I COVERED PORCH 1I4*0 I I SHEET TME 12" HB&G PERMACAST COLUMN I I12" HB&G PERMACAST COLUMN I I ;y4" CDX SUBFLOOR - GLUED & NAILED -Y4" x 6" TREX DECKING (FASTEN w/ SS SCREWS) ` 4" x 6" TREX DECKING (FASTEN w/ SS SCREWS) ." " CROSS 2x6-16" oc - CCA W40 x 97¢ -16 oc 2x10-96" oc - CCA c� (3) 2x10 CCA GIRDER (2) 1-�4"x 11-3j" LVL (GIRDER (3) 2x10 CCA ORDER `���T���� LR-19 INSULATION r 12" D1A CONIC. FILLED SOMA TIME PIER 12" DIA CONC. FILLED SOMA TUBE PIER ON 2-0"x FILLED ONIA FTG. 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