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HomeMy WebLinkAbout30125-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31264 Date: 11/04/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1620 MILL CREEK DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 51 Block 6 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 25, 2004 pursuant to which Building Permit No. 30125-Z dated MARCH 2, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SCOTT A & KELLY A HILARY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2039869 04/15/05 PLUMBERS CERTIFICATION DATED 10/24/05 K&K PLUMBING & HEATING /Zth ized gignature Rev. 1/81 ' Form No.6 � TOWN OF SOUTHOLD BUILDING DEPARTMENT v �� TOWN HALL / 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC This application must be filled in by typewriter or ink and submitted to the Building Departm e o owing: 1 A. For new building or new use: 1 �R 2 1. Final survey of property with accurate location of all buildings, property lines, streets, a d unusual nalAralorl 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 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. OB. Fore ' 'ng buildings(prior to April 9,1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. ccurate survey of property showing all property lines, streets, building and unusual natural or topographic fe res. 2. properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees _ ertificate of Occupancy-New dwelling$25.00, cins toodwelling$25 rations 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 $15.00, Commercial $15.00 Date. Q New Construction: /�"" Old or Pre-existing Building: (check one) / Location of Property: t! ,2� m� C;Y' a brl kle. So LST/�/ /o( House No. �1 Street Hamlet Owner or Owners of Property: Soot& a la of l lu 9 1ajt. .�1 p Suffolk County Tax Map No 1000, Section 1 Block O V Lot 0 O Subdivision Filed Map. Lot: Permit No. _Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $_ a� ,00 J6wM 9� � 9 �`� pphcant Signature ,02- 3)) V cP rJ cr&ItPrJ� �rJ�cPrJ�cJ@PcPrJrJ�r�rlcPcPr��PrJ�r��PrJrJ�cPrJ�rJi cPrPcPcPrJ�r�rJ�c 1�rPrJ�r�r1rJrJrlr nrJrnclrn�! O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 REP ELECTRIC SCOTT HILARY 5 5 P.O. BOX 635 1620 MILL CREEK DRIVE S 1±5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 5 Located at 1620 MILL CREEK DRIVE SOUTHOLD, NY 11971 C5 Application Number: 2039869 Certificate Number: 2039869 5 5 Section: Block: Lot: Building Permit: BDC: nsll �5 5 Described as a occupancy, wherein the premises electrical system consisting of C electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Outside,Attic, t,+ 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 'LJ 15th April,2005. 5 5 Name COTY Rate Ratine Circuit Type 5 Miscellaneous 1-gentran transfer switch 5 whole house renovation 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 Sensor 5 0 Smoke 5 5 Appliances and Accessories Exhaust Fan 2 0 F.H.P. 5 5 Pump Motor 1 0 1 H.P. 5 Furnace 1 0 Oil 5 5 Future Appliance Feeder 1 0 20 Amps 5 Wiring and Devices 5 Outlet 40 0 Fixture r�5 5 Fixture 40 0 Incandescent Outlet 69 0 General Purpose 5 5 5 Receptacle 39 0 General Purpose 5 Switch 51 0 General Purpose Seal 5 Paddle Fan 4 0 5 Continued on Next Page 1 of 2 c This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ' 5 s����LPLP� �sLPLPLPLPLPLPLPLPLP� v ONN N NNNr12rP N NNNNNtJ�J�NNNNNNNNNNrJ�rJ�NNNNNNN NNNNNNNNNNNNNNNNNNNNN 5BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 �5 40 FULTON STREET — NEW YORK, NY 10038 c� D1 CERTIFIES THAT Dj 5 Upon the application of upon premises owned by 5 5 5 5 REP ELECTRIC SCOTT HILARY 5 P.O. BOX 635 1620 MILL CREEK DRIVE 5 �5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 S Located at 1620 MILL CREEK DRIVE SOUTHOLD, NY 11971 5 c 55 Application Number: 2039869 Certificate Number: 2039869 5 5 5 Section: Block: Lot: Building Permit: BDC: 5 ns11 fff5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 555 Basement, First Floor, Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 15th April,2005. 5 Name 2 Rate Ratin Circuit Type 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer 5 5 Receptacle 9 0 GFCI S 5 Service rrr5 5 1 Phase 3W Service Rating 200 Amperes S Service Disconnect: 1 200 cb C Meters: 1L,�` 5 5 5 5 5 5 S seal 2 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. NNNNNNNNNNNNNNNNNNrJr�PNNNNNNNNNN I 5 +ANN N N NN NNN Town Hall,53095 Main Road '� Fax(631)765-9502 P.O. Box 1179Q, Telephone(631)765-1802 Southold New York 11971.0959 41 BUILDING DEPARTMENT TOWN OF SOUMOLD Wv F CERTIFICATION Building Permit No. Owner: Ked 64 anc) S&4 (Please print) # Plumber: J&k L, 11 (Please prfnO I certify that the solder used in the water supply system contains less than 2/10 of I% lead. t lumbers Signature) Sworn to before me tlis day of lit 20 O) l Notary Public, `�' County BONNIE).DOROSq (1 (pf,nkapp2, ( ap Notary Public,State Of Newyork No.O1D06095328,Suffolk Apimlly Term Expires Jury 7,20 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) PERMIT NO. 30125 Z Date MARCH 2 , 2004 Permission is hereby granted to : SCOTT A & KELLY A HILARY 1620 MILL CREEK DR SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1620 MILL CREEK DR SOUTHOLD County Tax Map No. 473889 Section 051 Block 0006 Lot No. 028 pursuant to application dated FEBRUARY 25, 2004 and approved by the Building Inspector to expire on SEPTEMBER 2 , 2005 . Fee $ 531 . 60 orizeo Signature �AYv16N '"A ORIGINAL Rev. 5/8/02 JAMES J. DE.ERKOSKI, P.E. �l� 2 6 260 Deer Drive Mattituck, N.Y. 119.52 (631) 298-7116 To: Town of Southold Re: Insulation Inspection Hilary 1620 Mill Creek Dr. Southold, NY Permit# 301257. To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. Si 'erely 4t i* 5 James, . r ski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: Framing/Plumbing/Insulation Inspection Hilary 1620 Mill Creek Dr. Soutjold,NY Permit#30125-z To Whom It May Concern: After a Framing,Rough Plumbing, and insulation inspection was preformed on the above property where the floor beams cover the existing garage slab, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the plumbing system. Any other questions please call. r� vvSincerely 6 James. Decrkdsk 25 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 _ (631) 298-5506 To: Town of Southold Re: Strapping Inspection Hilary 1620 Mill Creek Dr. Southold, NY 11791 Pennit#301252 To Whom It May Concent: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. %cerely ur Jarne`'J.D& ski P.E. t cz.. 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ PtIrlNAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLA4�64 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: \ _ L L DATE 441210 � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ .FUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c _ DATE ® INSPECTOR OENNV LUMBER 631 477 0576 02/27/04 11:43am P. 002 Z 6 X004 ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family -- Design Criteria 5750 Degree Days (For Non-Electric Heat) Zane I IB For: , dr r 5 Per. PeH,0Y �'^�i• d 2 YY 6 (MGIC V-we So✓f/�e!f — _ // Date& /2 3 03 Vont DESIGN CODE • DESIGN CODE l SUBSYSTEM AREA "UT, "us UA UA Exterior walls /[/8 7 o, i2 y2 0.14 18q. 71 2 o rP. /8 Ceiling Roof i 2 2 Z a.a 3 0.031 Floor Over unheated Space e 2 2 0.0s 0.05 61. 16 41. / 0 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 2 9 Z.y7 3 0 7 ./ /r Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation systems and Insulation of Piping Systems to meat requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to mad requirements of Section 505 sat NEW Y13 yqP e To the best of my knowledge, s w belief, &professional judgement, �g Mese plans are in compliance ,v '"moo outran-' with-the code. pAOfES lot, I2 A)06 - S - C�z TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Z VILLAGE DIST. SUB. LOT RMER9W ER E r ACR. dA �� . sUo AkQ ' +e_ C C p,rl ff 14)F S W TYPE OF BUILDING RES[ d 0 SEAS. VL FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS S'oa L- /'f 0 00, - 800 - 3900 00 - � bee z3 —L � ►�� ( Fsl-��,elcrtkQ )`z k6101`1It� ISo,00c-) A( CONDITION NEW I� ABOVE FARM � tr Value — Tillable FRONTAGE ON WATER Noodlarn FRONTAGE ON ROAD �- vAeadowla DEPTH z a o ✓, louse Plot BULKHEAD DOCK f 4 � �`&, r� 411 �. . . ■ ■ RON Basement .. iExt. Wells Interior Finish Fire Place i ® ® I ♦ �� .- Reef Rooms Ist Foor r .01 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) c -------------------------------------- FOUNDATION (2ND) ^� 4 y ROUGH FRAMING& PLUMBING ,y �G� O t� INSULATION PER N.Y. "3 STATE ENERGY CODE LA FINAL ADDITIONAL COMMENTS r 10 z m v � Ll c x I r _ L r r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUT20LD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30la5Z-7 Check Septic Form_ N.Y.S.D.E.C. r� Trustees_ Examined 20 Contact: Approved 3 2 20 Mail to: Disapproved a/c Phone: Expiration L 20_j Building Inspector ' ! APPLICATION FOR BUILDING PERMIT I- 1 Date `n�\Oc pC t1_ 20 O� INSTRUCTIONS —�— a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plarig f¢titate 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 waterways. 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 a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regul'tions, and to admit authorized inspectors on premises and in building for necessary inspections. Y Signatur f appticam'or-nar&a corporation) \( 1A\ 13e 'C -m (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0d \ICQ(\Ar 5 t-� Name of owner of premises t'�t,p t S 4� i �e�� —T (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. "lumbers License No. 'ectricians License No. ,er Trade's License No. cation of land on which roposed work will be done: Gam So \d Number Street �' Hamlet rax Map No. 1000 Section `p 5 Block Lot_ 1-%g `n Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyShe b. Intended use and occupancy-5..� �C+.���`��=�C'. Nl `J'.de�cp 3. Nature of work(check which applicable): New Building Addition V// Alteration Repair Removal Demolition Other Work C (Description) 4. Estimated Cost 1� J,�00, 0° Fee � . t, 51ot4 Qeckkoon' 5 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 3 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.t —Depth_ �- It t 7. Dimensions of existing structures, if any: Front 1% 17 Rear S� 3\11, D p ha4r Height �(lr Number of Stones \ f y � 11 Dimensions of same structure with alterations or additions: Front S 3 Rear Depth kJ-SWT'. F'Li3t3" Height �,r Number ofStoddW' 8. Dimensions of entire flew construction: Front S , �Zt, Rear `� 3 Depth u- r t tti .Height �)s � Number of Stories \ 9. Size of lot: Front 100' Rear 00' Depth W 2S� .5 r Q r y� 10. Date of Purchase \ as o Name of Former Owner 10611\ Q 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoo. g law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_- - V Will excess fill be removed from premises? YESZNO! Scams 4 Ke,1ky 4-1Aikt \ �J ee v2 631-765-�J)ff ' 14. Names of Owner o remises Address �D 1 Phone No. Name of Architect ai% Address Mw us po�a Phone No K l -111`7- 0 '1R' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or 4Qreswater well *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PER BE�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO __)t/- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. N Q STATE OF NEW YORK) SS: COUNTY OF 5l -CBS 4 • being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A P P I_l C;A/J-7-- (Contractor, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ ,?--qday of 20,,),41 -ZA Notary Public S gnature of Plant-"I MARK T GAGEN NOTARY PUBLIC,State of New York No.4695650 Qualified in Suffolk county Commission Expires May 31,1W N/F PRICE I N 57• z FOUND S6'oo•E v 100.00, O N/F Q WELLS Q pxp Q FOUvD i SANITARY SYSTEM CONFIGURATION AND LOCATION PROVIDED BY Q LATHAM SAND & GRAVEL, INCeb . 'A 2,2 N FRAME .8. SNEp 9' v V ,p SEPTIC TANK � COVER � Q N �+.� SDTl 6NE rn Cli z PIPE FOUND 0, c; 13.4' O WOOD 13. N DECK _ 2 2, U.C. o O p � 16,3320 �? � O z I,, w ONE STORY RESIDENCE w No N Fri N 24.8' U i0 "TE ENTRY 12.4 17.1' 14.8 0.7' 13.4 N � _ _ 0� U Q N > u CD A WELL J� C• m D < PIPE FOUND TIE=243.47' MILL CREEK ROAD SURVEY OF DESCRIBED PROPERTY SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: SCOTT A. HILARY SURVEYED: 18 APRIL 2005 KELLY A. HILARY SCALE I"= 30' GI/ARAN FEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY AREA = 21,891 S.F. IS PREPARED, AND ON HIS BEHALF TO THE TM# 1000-051-06-028 OR 777LE COMPANY, GOVERNMENTAL AGENCY, LENDING IN57ITURON, IF LISTED HEREON, AND 0.502 ACRES TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED ALTERATION pR ADDITION TO rHfS SURVEYED BY SURVEY Is A WOLA RON OF SE077ON 7209 OF STANLEY J. ISAKSEN, JR. THE NEW YORK STA7E EDUCATION LAW. P.O. BOX 294 COPIES OF THIS SURVEY MAP NOT REARING NEW S FFOL1<. N.Y. 11956 THE LAND SURVEYORS EMBOSSED SEAL SHALL 63 1 —I 4-5835 NOT BE CONSIDERED TO BE A VALID TRUE COPY RANTEED TD' _ _ 'OTT Y A. HILARY CENS LAND VEYOR LY A. HILARY -'ART TITLE INS. CO. NYS Lic. No. 49273 FAARGO BANK, N.A. 05R1398 TJf�bEAWRITERS CERTIFICATEf C rT APPR gVED`AS NOTED PATE• .�� B.P. _ D .._r—•-,- - .- -T,+..-T _ sr -----""'"' " , FEE: .'BY: NOTI Y BUILDING' DEPARRJBNf AT 4 FOLLOWING TO.,4PM, FOR'THE r - -- — . _ - '1. FOUNDATION -TWO REOU 1 -- FOR POURED CONCRETE INE 0 ` `2: ROUGH - FRAMWG 6 PLUMBING 3. ION 4. NSULATCONSTRUQTION MUST. :. BE COMPLETE FOR C.O. . ALL CONSTRUCTION SHALL MEET'T HE — — " - 'REQUIREMENTS OFTHE'CODESOFNEW _ TURK STAT . NOT RESPONSIBLE OR DESIGN ORECONSTRUCTIONSIERRORS. CUPANCY OR F - _ � . . ._ .�. ._. .•_ __, � • _ . � SE IS UNLAWFUL I - - IT JJ _ , - _ - _ - - � � = F OCCUPANCY CERTIFICATE I CDM LY WITH ALL CODES OF - - _T - - -. - - - - - _ NEW­YC RK STATE&TOWN CODES ' -- - - - ` IRED AND CONDITIONS OF SOOINOIIIT mzm1117 F SOUTmTOWNRANNNGmw SOUT mTOWNTAIISTEEB N.Y.S.DEC - i TION NE Nlg — COMPLY WITH CHAPTER'46. `JCIAL. - i'/40 — I O" FLOOZY DAMAGE PREVENTION SOUT14OLD TOWN CODE. • F j 17H, CERTIFICATION OF O NAILING &CONNECTIONS - REQUIRfE -- _— — — -- - — z. RETAIN STORM WATER RUNOFF - - - - _ PURSUANT TO SECTION 45-10C - - _ _ . OF THE TOWN E. .COD ' _ - _ PLUMBER CERTIFICATION " T= ON LEAD CONTENT BEFORE I- - - CERTIFICATE OF OCCUPANCY ' SOLDER USED IN WATER � U - - - b _.. ; SUPPLY SYSTEM CANNOT � L9 EXCEED 2710 F P%LEAD. - - - tx -- ---- --- - - '{ --- — --� - — - - — - - IT_rr , _ - -- — ALL CONSTRUCTIONISHALL ll r ��µ $Pf NEW YORK STATE,,- _ _` A�tEEi - -- - - — ? $L w �QF NEW w 032259-1 Op�0 ESSIONP�/ „ RIGHT �Ifl� E-LE-`V- ATJQ-N - - -' - - - - - - - - - - --- PPLUMBW 3"UM4N8 EI8NS NGE oa - i WATR TEBTMIG YEFORE _ .._ rlr � n c C �•. iii ''v a� , r • 111 , Y - l. �0 Y`(>Y X12 k " �Hi r t - z YPEMNS ONIK r BE [TCrR�MIE EC 1111 77 _ -E , ALLMNDCWS Go REAR ,fttVATI'ON I1 I v � F- - - $ LL yO Ak T — e¢ � w - - - 032254-1 A" - OFE551�NP� r Irl*Ir—ONATION _ a y l ' 1 f i `1 " jj r y -WALt A9 FIREPLACE PNG s s �y 1q L1 k PEW DpIr�R. FLUE 9kAM P ,(1GK�i IN a r }4 1 - . PppUNDATION'&LL SOI[ER III, ('IYP eACH END) `r I N'�.C0)II� PR 0r5F-gc�Gtr:ao b �F ©AF. - L8"JtO I12 lam• zq" - ''$ P'CON-C:*NDATION-WALL W1 W.W.M. IN WALC PFG., 1 PROVIDE 2- 13/4,%9112" PRCV. „ LVL GIRDER .- f. „ - 2'X'I,O"F.J. ^� 10 I G OC�'� —CRA'N'il„5PACE NZ AASEA'_O"W. 1M P BASEMENT � 19 PROVIDE NEW .O " 41 DI4. 5RLUCT. BTL. 3/4- � REI,�CA 'EXI5TING COLUMN 6URIED IN LVL GIRDER I - PURMAG �?6GNTING TO 2-O"X 2'-O'X,I'-QI'q. _ PIREPIACE CHIMNEY: PROVIQG R 19 - _ REMOVE EXISTING CHIMNEY POURED CONC. PFG. INSULATION NEW STAIR i RAIL: r, . ((YP, NEW AREA) INE TREAD W/OPEN mR 'R19ER5 '4" P. CONC. 51AB ON'COMP R -tam FlLLWI'MW.W.M,6XGREINF MAIN " EXISTING TpRpUCNC5 I _ _ RE uP �p�L1MN TINGS EW GI �^ ul 2 19/�X 48-D'. Q A R I, 'I'/d" r O _ � ' -�- VL G314X91/2 j ", Q . ' S4e• - FRAME IN EXISTING GGG RIO$PAIRS ENTRY DOOR PRQV. `--`_J _,_—. ., O 10° HEADER ,iW - - - .'' .--... NEW ACCESS ALO'W. '�.. EXISTING BASEMENT - v INTO'EASEMENT •- 31,_�. NEW 4'IDIA. STRUCTI 57L, TO REMAIN NEW BASEMENT f ' COLUMN BURIED IN 2r,v X a'-O.X I,-,O o, i a - POURED LONG, FTG. - LL; - EXIgTING B"CONC. WAU9 `,� FOOTINGS f FRAME TO'R�fvIAiN W DOUBLE FLQOR JOIST - UNDER PARTITIONS - I I'-6 t/2^ - - ' RUNNING PARALLEL (TYP. ALL NEW AREAS) . EXISTING GARAGE 54A0 TO ReMfaN ®X PROV. 112" REBAR DOWELS - VERTICALLY INTO ^ j EXIST. 1!QUNDATION WALL NN 2"X 6"' AND NEW POUND. WALL' PROVIDE R 19- "tIx 2-p aM�,IG�6PP�RCGtA °Q ABUTTING(TYPICAL) INSULATION ``_ �ASIREQII!RKOH '� 16"O.C. z'-S" / �fIM+:NEW AREA) 1 Z PROVIDE 7 III EW ER 1 FOUNDATION VENT EXISTING POIIRCf) ryp f�1�p CROW'!: SPACE ci '�� CONCRETE ST PBK9EMEMN 281,9' - g/4"X 1 7{O" j / /11�175117 PRoty, NEW MASONRY WALL \50! DETAIL °A" - WFLH k•P.C. BLAS RUSH " WITH EXISTING STOOP SLAT?; - - PROV, PARCH CQAL CONCRETE OF NElir . OVER NEW t PJf15TING,AREA ti7A�,ce Yo9 g c ¢ "I:}'-G IIQ' 29's{" 12'i• 18'-1• 3¢ LS, . GS�5 lip - �J *�'i.�L'�,- (� 032259-1 � hF��l to' 1;' t�µr'�N _ p9DfE5570NP� {� QWo � ' Ou ",L.f r - r, . I ^ t t y . t. tR' eovX B . 'GREAT FOO Wm '{C�7 Ii BCDROOM' 29 LING 7 10 112 ✓...i - U3/4' 3 I ,l fFL H HEADER I 7'21 X RJDGE'PD$T5 t 'HANG I}TING C:J. W/ „ 2y,2^ USP 5�E7Jd(7r6.CQNNEaOR ' TO:NCW PLU5Ill E DFk MUD ROOM c' `2468 U U 246 T ' .g 068 _ 2668 IXIaTIN TGtIEN T PAA 5'-I I '5-5 ! ,WASnCR RYCR, - , cIOSEf 6; 34" I // T•I I/2' - g,_3• — ._5©�&'-„_ __=—T. r , . . 31"a io Z46 - ,. ATTIC ETAI Y`HUBKY' RWA - 6 ' PAN1Rr ' B T 3- ���X4 „ r - I zgD B _ r o HIP DEAN1" 1 - G 266$ 4,�, U 6 8 u1weN 2668 V I. . 12 8 69 ' - LIVING ROOM C.H. 2' BEDRCX7M f ] I $ $ LS 13'-I r! FOYER :. T. _ 206 iee so F1'I - 20 u _, 2- 1 9/4`X 117�{}' CLOS _ WSN Ml2G CONNECTOR. — 3 2”X If POST5 - r U, 5U tAll1k4 i'� t0 RIDGE TO NEW{EXISTING,C J. _ TneguA*w „ . _ t In S5locuWmS' 2668 16'-7• Fc57 t 2-FC5751J U DENiP��ROOM ' r 2 X 8'® —. a-s• ' 314'X I 7/8 . 'BEDROOM ® - W5H HEADEW PRDV, .8'd'C.li �' u t 6 O.C. ' O ! USP NEW 4 G C.J. IZ68I3068 1268 . seT . a 1sFsot•T 5i „ ,.: ''�.'^r„' - _ �TO NEW�EXSBTtNG C.J. i'e��eur 2- 210M E 5T Bim , __ — = rw. 9pm'eNpS' rz'_1'0• 6' li u 6'-2 I/2 S'^2” 2- 2`X O'GIRDER b - ' :> 6 iu PROVIDE 8"HW PERMACA5T COLUMN 3- XX$'HEAD ER ABOVE(TYPICAL) - — o EF NEW I,0 n r if x �! 032254-1 �9pfE5510NPe u' I el 4v I n [ @x16 0G �. .. 2"X 4aR,R- ® 16 ac I I m - � V */� ' 2' x lar RR., - Z - 1' ® ts^o.c. � �^ 1 3/4"X I 1 7W RlD6EIt . N 0 Qx36�^ zrr .a z�x 16 o.a ac bo . � \ "X f a .R `R FO.C. 'X' (a]•16"O;C �2 X "O.C_, ^� �2�.X la R.R - - q@-pF NEW yo 32 5 y�OP'90FFS _ - - F : t. � 14OV..)JSP K515-R'3 a P"Ov _ . CCTOR RIDGC'VEM' r 1 B D 4' 1 3! X iN IN S�G - - 12"CAX P4YWOOD 2'X I O" R.R �. I G"O.C. R-I"50LATION(TYP:)' �z 1 R-301N5ULATION 2"X$"G.T. @I6"O:G. v4 111 SAI N� ole 1 2"X d"® 1;6" O.C. STUD ATTIC PROV, LISP PT20, UPPbRT TO RAPTERscoNNCOTOR MO.) I R-301N5U1ATION (T1'PJ I".X 6"FASCIA W( - 1"-O'VENTED 50FFTT 2 .Jl ^. .C. EX19 NGC.J. TOREMAIN; i "o( . PROV. USP RSf6-R 12" ��+1 _ CONNECTOR(IYP. ALL 2- 13/4"X 1 B" -c X 4" 5TUD t W. DOORS) LUSH LVL HEADER WINDOWS _ INTCKIM PARTITION 3- 2"X B"HEADER . 1/2"GYP. ro PROVIDE a' HBtG . . TYP. ALL AREAS .2"X 5',STUD WALL® 16"O.C. - O PERMAGAST COLUMN c\\ SIM PLW✓f70D \ G 8" 1/2"COX PUMD. SHEATHING ' SUBPLOOR EXISTING - -NbTC CONTRACTOR TO KfTCHEN //---CONNECTOR RTM6) 39- NOTE; FINISH FLOOR \\\ CONNECTOR TM.) PROV NEW MA50NRY WAIL HEIGHT W/EXISTING 2"X G"CCA 51LL PLATE ED WITH 4"P.C. SLAB FUJSH FINI5HED FLOOR - fK WITH EXISTING STOOP SLAB; i- PROV. USP 5TB 16 0 PROV. PARCH CDAT CONCRETE _ ANCHOR BOLTS(TYP.) 0. OVER NEW t EXISTING AREA !/ - EXISTING F.J. TO RE AIN 16"O.C. W h GRADE LU EXISTING P.C. WALL, EXISTING GIRDER' _ ED FOOTING ♦PORCH 'F COLUMN TO REMAIN UNE%CAV TE� SLAB YO REMAIN - EXISTING P.0 EXISTING BASEMEN a WALL P FOOTING WALL TO REMAIN rel\TO RP,MpIN - ' SEE DETAIL"A• � \ � ' NOTE CONTRACTOR TO MATCH NEW 0 EXISTING NEW 2"X FINISH FLOOR HEIGHTS ' EXTERIOR WALL llII - 3/4"PLYWOOD BFLOOR q /+ G ^� ^^t G� I 4, - -_ G cJ- E� IIAf Ii,'y "All 2 X6D"CCAS 5U HANG'NEW F.J. W/ /'� SryryII� pR STW� USP NEW CONNECTOR P,�[ AS NEEDED To NEW GIRDER g BUILDIN LL1 EXISTING RIM BEARD o LE 5CA 114" = I �-0" PROV. PARCH COAT CONCRETE - OVER NEW 4 EXISTING AREA - V r� 4v FWT EXISTING FJ TO REMAIN ® 16"O.C. Z Ek1 NG PORCH 5LA15,TO REMAIN ' EX15TING RIM BOARD [�'Y TO REMAIN OISREMAINSILL PLATE Lam. Ly - UNEXCAVATED Q EXISTING POURED CONCRETE �E orr Y7 F,lyy FOUNDATION WALL 4 FOOTING TO REMAIN 5� '�" >/1"+.'t 2 /a u 'I'pO 03225M1 1 - p�BFESSIONP� DETAIL "An / d� 5CAI r: 1 /2" = 1 '-0" - .. - (o N I,b 11 , - IPROV.11SP RS!6-R 2 i" CONYWUOU5 . _ CONN6C P. _ RIDG�{E VENT I'+ AAqSR5PHA��TT I o j I pI I ., '1 3I4"X 1'1 ,7/9'RIDGE SHINGLESROOF ._ 1/2" CDX PU'WOOO j __- 2'X 10'R.R. @ 16'O.C. ` u)l UN U, 3- 2'X4"5TUD ` - P05T5 TO 5UPPORT �j rN RIDGE• BEAR ON j I. FOONIJATION WALL R-30 IN5ULATION (TYP.) 2"X 8"C.T. @ I O.C. I UNHEATED .OI ATTIC -- PROV. USP RT20 2'X 8"C.J. @ I G"O.C. CONNECTOR(TYP.) R-30 INSULATION (TYP) I"X 0 FASCIA W/ I"-0"VENTED 5OFFIT PROV, W5P RSI 6-R 12" P 2'X 4"STUD CONNECTOR(1YP.ALL jL 9 2"X B" C.J. @ 6"O.C, WINDOW5 t EXT DOORS) I`. ' INTERIOR PARTITION � 3- 2"X 8"HEADER r 112"GYP BOAR 2'X G"5TUD WALL @ I G"O.0 (� e' 3/4" PLYWOOD 11'P ALL AREA5 B' 112' CDX PLYWD. 511EATHING SUBFLOOR PROV U5P R51 G-R 3G" Z CONNECTOR(IYPJ 2"X G"CCA SILL PLATE R' PROV, U5P STBIG V ANCHOR 15OLT5(iYP.) ' 2'X 10' P.J. @ 16"O.C. 2- 1 3/4 X 9 1/2" 2"X I O" F.J. @ I G.O C. 8" POURED CONCRETE LVL GIRDER FOUNDATION WALL TO 2- 1 3/4 X I 1 7/8" I'-4'X 1'.4"X 1'-O' LVL GIRDER POURED CONC, FOOTING PROV. 4" POURED CONC. t ' 91AB ON COMP. FILL r'1 WITH W.W.M.G X G REINFzw . A 1 �1 F U Z OX Q U. BUILDING .SfCTION 11B" o SCALE: 1141, = 1 '-O" 4 l���'ir `�p9f- 6 7rll w w mks o�z2sa--i Ogg � ' OPAOFESSIOHPy N r r u, 0 a _ I I 7777777 - - _ � I EBLi - - — i 3 - - o I� EXISTING ELEVATION - -- - - - - -- - -- - - 0�' li II SCALE: 11411 52'-3 1121 Wco r- 1 2'-O 1/2- LL W 40'.3, tLLLLLLY O Z ti W w w co Q - RREE qI,L EE77 CJIMOE DOOSVJIAYDOW Q �' I EXISTING KRCIIEN INN g /\ TO REMAIN ARE ERXEIMpN6 BEDROOM _- REMOVE EY15T�INN�GG LAUNDRY � EXf WALLS�DOORS,WIND< W5' W(NbOWSwWAµS OOPLIANCES FLOOR MATERIAL t CL05ET5 PROVIDE TEMPORARY 5UPPORT FOR EXI5T. G.J. EXI5TING ENTRANCE Q) REMOVE *R RELOCATEE WALL 26'-7' W' 24'-5' W LIVING ROOM, SEDRM WALL I CLOSETS EXISTINN1EGµ7GARAGVE NJgTJNELU VA ORAG2 D-DOAR DOOR f (J 5X15TING NTCNEN kWINi)0 TO B�REMOVEDa0 J PROVIQE TEMPORARY �(1971NG 5T '00M U. 9U RT POR EXIST: C.J. REMOVE ALL f15TlNG IM. t p eXT WAtJ.S.'DO'75, WINDOW5 2 FLOOR MATERIAL t CLQ5ET5 '¢ PROVfQE TEMPORARY w 5UPPORT FOR EXIST. C J. �'-------14'-6 I/2" - - 23' Y\�, f3:' NEW yD ��� I yr9r. �• EXISTING FLOOR PLAN4 a SCAM 1 i4 — I O ` oFEssL - GENERAL CONSTRUC,�-, - & _.r _ - r _ ..___ " 1.The ih'rwlil.gon'an)tits set Mcgrt S" tloellflNrLlpl R tote la4- cdaefpp" -, O All Willie 2x4 ani(-2x9,,to be stud giage or balder IfP'*. All ofhwtralning material . ,SC ,tEQ 9' egaeNgn hog ! :w,,Yeghile: to beY.� 4Rct�Wko_,_a,Aim3'6 - forgernrsAly Ip details, They any lmelltleQ11a8 'akhn ad"4 7jf - intent andfram is - A NI wtR6 g7GR RGDDFRAWEc' Naar➢cY3Nalu KL a6u'9ted goal balks gp -, uep WIIIpIhnGbveUP e4mortN,etk'_Y�ar�t gm)ObulRlklg0bd0i The 8mera�cPDVlldrx(e,iesp»nb14Mfi1rpnY g 2.AN Wood In verged with concrete or ib bapree}uiaMeand. JOINT &9CY11l1F N wroftcngt deco mofwmPtsutad PNdpGrsaptpfeNfbRBByrtAi�neo,tipniC(tNMAy 3,Provide double Jg Van direction - -� LGUALJTY ' iNG - lhoil onuntesa r1�70� �jTOE NA _- 2.GenelatCan lUonWaoordipalFaY Sllb cAnVaEIOIi � � � T P-(ATF _,,d'- ILEO ' a'-d''y7fA4L Sad` Ff - - F''�E'-R NA( under a9 walla pan9al to floe let .. 1pto WALL 4114 p PAAFR Scheduling o/wool,and _ CEIL1rI0 JpIBTt'O TOp PLAT 'jTG7 NAIL'Ep- - 6-0 WMLL 3-sp -PER JOIST dlhBnwse,pecfAall. if It betaeen hedn. 4.Prov r (lata. of.6.O' alC for all dimensional .- -' T - - 1 10'-0-o fi%)�u �-aa - PERdbi4'F gq is responsible(Ora IatlBer g CEILINGNOIBT TO PARAL'Lftl.R PTEA , ACE NAlEA' § L 7IC8LE 51/ - 9A-G-H L40 pale bibdhl0 Ada m.xm,Mm - CEILING JpISTL�PS OVER PARThl 3 �A�CE NAI bbofe» witaht federal,stale:and tleon:%-tglg L'LLiS fr 11E TO RA�'F1'ER - FADE me plot Cod d regulagV S.Fl ed Over �or andscrewplywood deddrlg to IborFl fists. malarial m be It Natal donbablor i ilBudngd»t all work and rice uI11Amg p ue and groove ptywbad subllaor. alts-Ti,K1Fiy"TOTAPT - - -- '- ado. These Cedes ale l0 be NdagdaaPBrf Or u ordinances An � TOE'YAII-E ,- 1�d . theap0ltlfiaWopatortlrtsb aPdetl over eu _ _- �_ .._ r'p - ' Provide x 3 Th and should be adheradio Lvan H they ala blvarkince wAh thoplan - wtsts' RIM�O/I.Rb'F�RAFTER • .. jETNb NAILED ' 2ted ACN END 6. x1O unless othermse speoMed. wALL MIG - AIL,Windav and doer header!to be mipimum{2)2 _ _ 4, Dimensions shelf take Precedent over scale drawings ido net sole dr'alo ngs). All interior headers to be(2)2X10 unless otherwise'epecd d: , TOP PCkTE TO TOP P-[ATE E NAILED _ _ - - _g lad _._ __ PER FOOT - '-. - _ . _ - _ � TpP PLA fE�ATINTERSEOTiDNS FACE RAILED _ 4 tad OIWS _EACH SIPS_ - STUD TEI$4_9C 1'FhCE NAILP _ P ted_ - 24 O7C 6.The designel'11»riot beOaGagapaA for COgBWOdOn SuperVislOR and asamea no 7-Provide Wil edlitl blocking under all bearing walla. , HEAVE' HEADER tACET4AIL-6 -- - - lad - 4a OIC roaportsibpeY fd'r cUllitr11Cd011 COfifeg111tlflg vaM(hese-plana.Imf tapbpalbiNgc der TOP ORB O PLATETOSrtlp - fBNq'NAH-EO - RISd PEyR Px49"fUp - I _ ,_ -, 3 tatl ER'371R STUD epeclAuedse means,mem dsged ratite ueaof these baa preCAptlprle aeledalreaeed cabieoiion wlel the!Abr Theere'reurro waRardlas br a S.All(blush beam and joint intereadons M have, aNanized he hangers, _ BAND PtA'ie�o FLh3p aols'r +slaty eq ringateach end Dress fAed. 9 ng 9ANgJ01S7,END JOIST OR.BLOCKING FACE NAILED 10d ' - PER FOOT 6:Rater to flporplans,exterior ekva6ons,and window schedule kr types and 0403 of 1O.Typical extenor,walla and mor to be Sheathed with i5"extenor grade plywood or PLD P (' .a NALLrO _ �I+I highPerformancey 'app PM'dod,9 P lywo p over all.plaras and Jt T'r a .TOP ITLATE_OR GIFfpeR �TtlE NAi�€u ., z-e3" OffJF-rfo fL�I windows. All watdbws to be Anderson hi rmance quali a Tovell equal. T/YB"OSB rou 7,APA rated. P colo ah �RI'D(il JgeT- _ 'I'! RAKES - z,ed E%cx€Nh" I'�! ! headers. 81, CK T JO'IB7 . , 1. _ .'. E 7.Dow and window headers to align union Otherwise noted. OIL81, KIN-6 TG SLLL OR TOP PLAfE _-{70g N.AILE0 _ _ _ 318d '_ EACH BLOCK . it.Provld01hN1atlOn baffles atsave Vane balwaenraMrs. LEDGk��aTRIP TG BEAM I(F�ACE NAI -- AAed EACx,IUNiT � . B.General coni odor is to ensue ihrt masonry and prefabricated Anplace ' JoTa-4 0 iLiib eA'Yb e`nA1 ._ -jrDF NAagD _ - See - FIR Joli'T construction meets Or exceeds all manufacNn/s spoctlbBUOns and applicable Cods. 12.Exterior fleshing'to be Correctly Installed at alt connection@behveeR rooh,Wells, e()Nb JOIBTTb JOIST - ERb NAILED _ - 31ad - PER"JORir II chimneys,Projections,and penetration as required by Approved construction .. - _C_ - _ . _ ;?1_16d ' PEa rtbd4` `ANP JOIST TO SILL_ OR_TOP PLATE TOE NAKED2^ 9.General.contractor m consult and Coordinate with the owner and the plans for all practices. built in items Such as bookcases,shelveig;pantry,Closets,etc. §TAUCTURALPANEL9 { p6RIMFTER EpGE ZONE 1s' b/C'-6'AT PANEL 13.OeneTW,contractor to provide adequate attic ventilation and roof rants. ! ED046 AND AT INTERMEDIATE SUPPORTS IN THE 1'D.Provide hardwlfep smoke daterdprs,vdM battery backup,on ell Anon and in each, -- - .__ .__. - I .. - . ed _ PANq_L P1ELO j bedroom,verify with"I code requirements as per,$action R317,New Yolk Stade 14.Provide appropriate sof i ventilation at'ovemangs. - ! IN IDR 20NE-1a"OIC-V AT PANEL e DU'ES AND 12" ! I ! sd AT INTERMEDIATE SUPPORTS IN THE PAN L FIELD Residential ConatruCtlon Code, Install carbon monoxide detective as per code. GFIJERAL PLUMBING NOTES FOR RG F 8 E T LNG ITMIN 4'-0 O a PE w ER 150WOF RO F,INCL oIN T-d" ON EACH n)E OF TH ROOF PEAK, E 1-p" PERIM EffER EDGE NE ATTACHMENT AEDUIREME NTS SHALL BE USED _ _ NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and CEI 1 G aNEATNIII9 T am*requhementa. GYP uM WALLBBUXAD - ( _ - - -sd COOLED- 7 EDGE l ice FIE Lp 1.General contractor ed to0reviewna,alevatbne,and dWila to determine Intended _ .._ ._. - _.- _. floors)aboveh pleatgntle. 2:If well platen orjoista are cut during me inataltagon of Plumbing fixtures or - w114L aH ATH( -- - -,_ - -- ___ _ - - - -- - - - - p STRUdt-'RAL PANELS - ad 4§DGE ZONE is OIC 9+' Z equipment provide irraCiAgfotie e@rttihg back together. _ _ AT INTERMEDIATE SUPPORTS INTNFLPANELSF FIELD L4 ' � rest an undisturbed soh. . . ..- . - . - _ Sd II(TERt ZONE to '0)C �E'AT PANEL ffbdtt ANp 12-- 3. Pnwda K"ex GENERAL HVAC SYSTEM NOTES _ , _ _ __ A_TIN PMEDIATE SUPPORTS IN THE PANEL FIELD 2.All footings fo pension jams material between all corxren bison end abutting FIRE_ RBOARD PANEL§ �7H8 �_ - _ '_ �_atl � �3'Ep Ere'FIELp "- - � ry ng s responsible for adhering to all applicable codes and _ _._ �32- . . ._. - ed -- - 5'----- FIELD "' - - - - - - - ' to concrete or matin vnga occurring in ededaar unheePotlintenorarcas. 1.Mechanical subcontractor is reapo GVP aUMW Ceb,�RD - -- - aTetyregWrements. _ Sd COOLERS I"EpGE /ID FIELD ' 4. Concrete on 4"sand wgreval fill minimum,with 6X8.10/10 v4rs.mesh min fomJng. ed I'6UGE 20NE - 1s' OIC -b"AT PANEL EDGES AND I]' C InterimSlabsto be pleced on 6 NIS.stabilized polyethylene vapor barrier. , 2. HVAC subcontractor coordinate all system can and requirements with me HARDBOARD ATINTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 a Equipment supplier. 5.Provide Crswl"specs venghtion per local code requirertents. - Z 3, HVAC subcontractor to provide final system layout tlrswing and submit it to general - 6, Oenenl contractor to install cop-r-tax(a copper)@heat metal termite shields contractor,owner,and equipment supplier for final review and approval. - - - - - - Cl) between all wood surfaces that arc exposed to concrete or masonry surfaces. TABLE 3.4] - - -- - - - - -- - rC 1985 SeC HIGH W MD EDR'ION WOOD (TABLE 3.7 7.conOUltopng f exterior of foundation with a bituminous costing as per code and soil Adopted from OD IOFmph FASTEST W I 576- O MANUAL - _ 1995 3BUNGH WINS EDITION W000-Ff7AME 'i NEW C_ - GENERAL ND PROTECTION CONNECTION NOTES ICONSTRIJCTpN MANUAL Standard for Hurricane Resistant Residential Construction;SSTD 10,99 - - (`RAPIER b�PACING 1tT'O/C . . and 1995 SBC High Wind Edition Wood Frame Construction ROW PITCH ROOF SPAN' ' SEVERE GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood From Construction - ROD ROOF NUMBER 12 20 2B OEPiH 3{)' PITCH SPAN (ft) OF NAILS 1 Dimensions shall take precedent over scale drawings(do riot scale drawings). 1.A Continuous load path between footings,foundations wails,floors,Studs and roof 4 12 12 3 3.12 5 6 1 1 TE ATE MOCERATE TOWAVY training shall be provided. - -- 1a 4 4'12 4 S d ' it D^CA1Y SLKifTO MODERATE 2. pe interior walla to be covered with 1A"gypsum board with metal Comer fetrdaming. _- - - --_ 24 _ _ _ _ 5 5:12 3 5 7 Tom. 11 l Tape,float,and fend(3 coats). 2.Approved connectors,anchors and other fastening devices ria Included in me 24 _ § _712-3-4- 5 A� Standard Building Code,Table 2306.1 shall be installed m alxbNence with - - 2e _ - ? -912-3-3- 4 ._81-118D AS PER M4NFAC7UFE RS t� W 3. Wang common h r r e'return house a have'a andlayerof 619";fire rated peplum board manufecWrera feeommendagona, - -.- - .. 36 . - - B 12:12 3 3 3 UIYMENrRE(X1AiED SPE(gFICATIC116/SLATE CODE LU at ganga side w4tl15'-tl"rstum on adjacent walls and ceiling. Manufactured lumber 5.12 1z 3 Z requires 2 layers of 5/8",life rated gypsum board. 3. Metal plates,connectors,Screws,bolts,and nails exposed directly to the weather or subject to salt corrosion In costal,areas,shall be stainless steel or hot dipped --- - - - - - 20 -- -- 4 4.All bath and toilet area mile and callings adjacent to wet areas to have water galvanized. -_ - -- - -YA --- - ..5 '�,•r~I( .z resistant gypsum board,or wall the set on wonderboard or equal. -- --- 2 --a ILD( - P s Whom windows and doors Interrupt wood structural panel Sheathing and adin9, - - - 3z � - � ' a cr naming anchors or connectors shall be provided at the top end bottom of cripple - - - - - M --' -T t _ I 3 ds,header studs,and at least one stud at each side of opening. s 1 z 12 3 FIRE AREA - - CTION 31 L DE - . DESIGN LOAD C'ALCU'LATI NS T UP L11RESIDENTIAL USE DWELLING UNIT-SECTION 310-310.2 � MINI 'UM UNIFORMLY DISTRIBUTEDLI ADS lbs ___- , - -_.- _ 1s _._ _ 3 2H E .1p g" LL EX E R 10 B A LC O,M 1 S g g 5.Ridge Straps shall be attached to each pair of opposing ween except where collar _ __ _26 _ _ _ _ 4 - _R5. .a I] D EC KS 40 gee of 1x6 or 2x41umber is located in upper thin of attic space and allach to each pair _ 24 5 FT, TOTAL 1 Z AT f S WITHOUT STO AGE 3 of rafters. -_ ate "- _- -5 EOFCO TRUCTION WOOD FRAME CONSTRUCTION •'-r W 7T IC S W 1T H 3 T RAGE 4 6. Uplift connectors shall be provided at each colter beading, - _ _ _- _ 8 _. 7 4 DE$GN RITERIA PRESCRIPTIVE DESIGN- 190 HIGH WIND EDITION WFCM g R'I I Ub I HE 7 SLEEPING ROOMS 4D 5FRAMI GEL TS SEE FLOOR S AND SECTIONS 7.Floor fo Sow hold-downs to be provided every 46,and every 1Twithin 4'of extsNor 7.12-12 2 12 2 ' CALCULATIONS PAGE 3 ^ � SLEEPING 00M8 3 - - ------ -- - ------ ---3 8 SIGN H comers. - -- .. - _ - 8 LOAD aTH RULE AGE 9 R' 0 a, Sill Plate to Foundation Anchorage: Sidi plate shall be anchored m the foundation - - - _ - , . , _24 7 WINDOW AND R CHE SEE SECTION"N' JAR-CHI7,ECTURAL GRAPHIC STAN'ANOA ROS A. with anchor bolts having a min.bolt diameter of 5/8"and 3"x3"x1/e"wa@hers. A -- - - -- -37 - - E 9FGKIIS CHEDU PAGE4 minimum of one anchor bolt shall be provided within 6 to 12 Inches of Each and of '-- - - ' - '3'B - - •d 10 G A Saoh plate. Anchor bots shall have a minimum embedment of 7 Indhes in aoncletel 11 PLUMBING RISE DIAGRAM WA Jr, ROUND SNOW LOAD 45 $be, masonry foundations. Anchor bolts shall be located wtlNn 12 inches of comers and at - - -' - - - - -" ' " ' 12 FIRE PROT£C IDN . WA spacing not exceeding 4 feet on center. i 1109 y E S I /,•.. J. TZ;'94. 13 TRUSS DESKiN DRA NGS NIA DES GN CATEGORY 14 ENERGY CALCULA ONS NIA _ THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT / F s1 r ¢ N SPECIFICALLY WRITTEN FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS 1 D SPEED 1110 mph GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR [EXPOSURE CATEG RY _ B GENERAL CONTRACTOR BEFORE CONSTRUCTION-BEGNS. _ J 1 8 p32254- y �A60 ESS\O�p STRUCTURAL WOODFqR,� �PANEW FOR WIND-BORNE DEBRIS PROTECTION - ; OM9612oNPI+aeE0DR0WN0DualS OTEGT IMMIMUMMEANRODFmSHI'3a1 j MULTIPLE SECTION ASSEMBLY; 114" A TW 3452 - TILT WASH 6.84' 12.03' 2D 6 24.7 -32.4 50• j THICK BOLTS®2'OC' B TW 2052 TILT WASH 3.47 0.7010 4' 2¢.9 -20.1 30 C TW 28110 TILT WASH E 5.08 0.01 10 4 25.9 -28.1 30 ( I lr D TW2032 TILT WASH , 2.47 4.91 10, 4" 25.8 -28.1 30 I ! IOC E TW20310 TILTWASH 3.07 .28, 10 4 25.9 -28.1 30 I� ' l F ANSI AWNING 1.3 3.50 10 4 I 25.0 -28.1 30 G FWG6068 FRENCH WO. GLIDER 14.72 23.78, 50 5 23.2 -29.3 45 ISI{ ! ' IWINDOWS Tb 6E- ANCERS'EN HIGH PERFORMANCE OR APPROVED EQUAL �ttAL-J 1 ; {COEFFIC EN7 1.0 W ITB 120 mph BASIC WIND A3 CODE y -PER [ _ E FWC T OR HABITABLE SPACE.SS R,E$UIREMENT6 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B _ _ MUST HAVE DP UPGRADE KIT I, TABLE R 801.2 (2) NEW YORK S7ATEBUILDIN ��C U'9 TOM QRILLES - SEE ELE VATT. IOb13 IWiI ♦WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REM_OVEABLE WA WOOD STRUCTURAL PANELS � �! : ♦FORSPANS UP YO 8 0' SHALL BE 2 112 88 AT-12" /C. TABLE 3011.2 1 2 -- l - - - _ _ - - - -- - G� i�a W ITH MAXIMUM 0F_5 0" SPAJN FA ST'E NERS FOR SPANS UP TO 8 0 SHALL BE 2 112 N'6 W ObD SCREWS AT 16' OIC FAS__TE NE_R9 1. BALL NARROLINE WMDOWS MUST USE l r - i _ _ - - _ LU j ` - - - - - --- - - -- - -- - RADE SILL STOP ($ILL STOIPS TO iA A 1 7/4'- - - �I11 0;p 1l2 HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 112 X 3/4 Dp UPG H DP ALL U 18 MU DAND �UERE PHE Ii STA LLREb HIRE DARN DSPNECUSLTSA ANSI `BNL LA DEO E TiArITANY 18 ULLE DDU NS7SLM UST MEET OR EXCEED i Ix=1 .6 2I �I GLAZING MUST MEET ASTM E 1098-TEST RE�UIREM ENTS A$ PER NEW VO_RK S_TA TE_ RESIDENTIAL CON$TRUbTION C6bE ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIR IM ES ON RE 58 URE U M TR O DS T_O HE ROUGH OPENING SUBSTRATE ALL EXTER_ 10R_ REFER TO SECTION R 16081.4 FOR ALTERNATIVE O.PE NTNG PRO TE CTIO'N it OD z W SHUTTER ASSEMBLY U � CCD .T�- FOR PANEL SPANS:0<4'-0"WIDE SPAN } TABLE 1009.1.4 a Z 4"0 ROOF VENT O 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ROOF ' USE AC OWE hV/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. 1 ' LABEL ACCORDING TO LOCATION. _ 4 CID. ' ASSEM Y: " ALTERNATIVE PAL WOOL PANEL'FASTEN TO BUILDING w/tN8x3"(wl WASHERS)GALVINIZED'OR STAINLESS ATTACHING STRUCTURAL 70 BLDG.w/N10x 1 Y2" W/WASHERS) - -1- - - --- STNER F SCREW® 18"O.C. OR SETTER _ WHERE SCREWS ATTACH R SHUTTER TO BUILDING: f 1 1M 1 vz t v4 -- _ ATTIC �$ATH2 M10 TEE NUTS ATTACHED ( E )MACHINE BOLT�12"O.C. � r R TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED 1 11 IM '" 1112 '{1 IM UTILIZING VIBRATION RESISTANT ANCHORS HAWING A MINIMUM WITHDRAW-CAPACITY OF 490 lbs. f _ o a SHUTTERA"90113 " KTIS. IT FOR PANEL SPANS:4'-0"OR WM2ER,61RAN FIRST FLOOR SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-D'SPAN. 11A -'�3 - 3 --- - _ - v+ '+a r3 NOTE ADDITIONS. C.O.i TO SUFFOLK COUNTYOr ] 2x1S8SEMBL�PI®wQ0 ` _ _ ,-,e.__ _ _,_ - SEPI of HEALTH HOUSE ---_7 SERVICES APPROVED L TRAP SEWER LINE. (OJ WOODASS EM LE PLYWOOD D TO 2x4'6:019x3"(wi WASHERS)GALVINIZED OR STAINLESS STEEL BASEMENT - ---- - ------' --------- -- TRAP LL VO 4 z WOOD STRUCTURAL PAN�Lft6NW1ATH A MIENIMFJ�M rH KPNEes'oF n1P RAnOo MAXIMUM PANEL SPAN of a� SLOPE" i/4" PER FOOT PITCH TO W �# g!� � 4 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS DRAIN `U SHALL BE PRECUT TO COVER GLAZED OPENINOS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO BEGTION 1aa01.4AND 1005.66 AND TABLE 1409.1.4) 0 H TABLE 1601.1.4 o. WINDSOANE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS e 6( fA§T9NER SPACING 6NCH / ANEL SPAN .2'210".P OW - 4'-0'- PANED B-0"<PANEL 2s 0322FA-1 FASTENER WOE 0' SPAN <4.4- SPAN<6'-0" SPANaa'.D" R 1 ',A`(+r FF�',1�� N(/.�y [Ar-RAM FQ 21 • Ja WOoo SCOWS 16 19 12 • ��/forBI`"G D�• V%-o P9OFESSID" dNM $1/2" NS WOODS EWS tfl .- 16 ta, 12 / J O A.THIS TA84R I$ ASEP.DNA MAXIMUM WANDBPEED(S SECOND GUST)OF 130 MPH AND MEAN ROOF „ HENINT OF 33'.&04P,LE SS 1O ' a FASTENSRS'$HALL'BE INSTALLED AT DPPQ$INb ENDS OF THE WOOD STRUCTURALPANEL. C. WHERE SCREWS AREATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SMALL BE ATTACHED QTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W ITMDRAWL �1 CAPACITY OF 400 LOS. FUDGE T RAFTER — a USP R3250 AT 21 I� A - ,RAFTER/RIDGE/RAFTER wm cT RAFTERKING STUDS RAFTER FUDGE r � STUD USP RT16,OR(2)R4 I RAFTER __-- 5TOP PLATE TOP PLATE --_ HEADER USP 88250 AT 2USPRT3 USP RT20----- USP RS250 AT 18" - I L0; S� USP LS OR TMU IE3- - WALLSTUD --- O WALL STUD -__.__—__ USP R8250 AT 12' - 'h. D-f iO JACK STUDS --- - I Al RAFTER/RIDGE/RAFTERwbcT B '\R AI°TEA/PLATE/STUD B RAFTER/PLATE PLATE/STUD �r --_ --I : — G '�'MEADFRISTUDHEADEF /JACK �i z ZO oro ? v to POST ------- – t to USP CBE --- P.C.FOOTING— -- - 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD E) 1ST.FLOOR WALL STUD1ST.FLOOR WALL STUD-- 0 T 2ND.FLOOR PLATE– - VI LU SUBFLOOR-- 2ND.FLOOR PLATE -- W G POST ANCHOR FOR covEr:Eo,Foacnes RIMBOARO -- SUBFLOOR-___ IST.FLOOR PLATE--- IST.FLOOR PLATE--- -� �-- --- -- -, - - - FUM BOARD---"— (� SUBFLOOR --------- SUBFLOOR ------ �-'` U ' USP KLFTA --- USP RS260 AT 35• USP R8250 AT 38' - USP RS250 AT 18' --- - 2 1ST.FLOOR TOP PLATES _ IST.FLOOR TOP PLATES RIM BOARD ---- ' RIM BOARD DOUBLE BILL PLATE --- T DOUBLE SILL PLATE - -- POST - ----- - fl �., �• 9� ' USP MPSF -- - k 1STFLOOR WALL 97U0 1ST FLOOR WALL.STUD-- FOUNDATION WALL , - FOUNDATION WALL - . USP PAU O 032259-1 tp W P.C.FOOTING - E) p9OFESS10NP\, j- --. _ OR _ _ - D \FLOOR TO FLOOR.- E STUD/PLATE/sSILL - / E }3TUfPLATE__ PLATE/SILL . _ t G #POST ANCHORS FOR DECKS _ _ 70 FLOOR -. F OOR r'I '1. 11 -- - - - SII KO" ARCHITECTURAL Z W - SSI-, - _ __ - ---- ----- ASPHALT ROOF SHINGLES J L _ -- - - - - COLOR TO BE DETERMINED _ D F ' _- _- -T5 �' iia IIU iL LS LL A I LEl . N J F - - - L F - L W U > N w O O -• - - --- - CEDAR 5HED WHITE � W F- CEDAR SHINGLE, USE"MAIBEC W KENNEBUNK" OR APR EO. 1Lrlrr_, L=� - �, - _ __ J - - - -- - - FINI5H TO BE DETERMINED o U U -� LL - - - - -- _ g J - - - � - - X W' AZEK m L_ — ALL WINDOWS S AROUND O - II I , I _ - - - - - ALL WINDOWS R DOORS — I - - - - - - --__ JTT� III-1_I CrL K � a � z Wer UU d � � M r (D REAR ELEVATION - az SCALE: 1 /4" = P-0" O o z � v -- _r ^4-4, fA W S i-1 Z W Z_ O V4 z — I -- --- - V w O _ _ I s ILLI A?R 15 X005 Al OW�e OF THni o O v LEFT SIDE ELEVATION N SCALE: 1 /4" = I -O" - a o � � II 8" P CONC FOUNDATION y ¢ TO WALL A5 FIREPLACE FOOTING `� w O � IIS N Z PROV 8" DIA, FLUE FOR C 9 NEW BOILERIII BEAM POCKET IN N 1F1 z FOUNDATION WALL F (iYP. EACH END) y y p N L m PROV. 5/8" F G GW BD O d CEILING THIS AREA OVER FURNACE EQUIP x- ll—�2- 1 GIRDER 1 7/8" 8" P CONC. FOUNDATION U 1 WALL W/ I'-4"X 12" d FTG. 2- 1 3/4 X 9 1/2"-/! III PROV. W W.M. IN WALL 0 91 PROVIDE LVL GIRDER Y, FOUNDATION VEN Il W W =O W � W' L- 2"X O" F J. N 16"O.G. CRAWL SPAGE �� V 0 NEW ACCESS 4'-O"W. g J � INTO BASEMENT 'PROVIDE NEW - O 4" DIA.5TRUCT. 5TL. 2- 1 3/4 X 9 1/2� RELOCATE EXISTING COLUMN BURIED IN LVL GIRDER z FURNACE*VENTING TO O < NEW FIREPLACE CHIMNEY; 2'-O"X 2'-O"X I'-O"d 1, PROVIDE R-19 REMOVE EXISTING CHIMNEY POURED GONG FTG. INSULATION NEW STAIR*RAIL: O INE TREAD W1 OPEN aD o U (TYP. NEW AREA) - RISERS af r p P. GONG SLAB ON COMP O a. O -'� EXISTING STRUCTURAL FILL WITH W.W.M.G X G REINF. Z - COLUMN, FOOTINGS * _ _ Z GIRDER TO REMAIN uP — - _ W � V 2CO Wrnv NEW GIRER- O O _ 2- 1 314'XII 7/e" 2- 3/4 X 9 I/2" FRAME IN EXISTING / LVL GIRDER Q Z O — III ENTRY DOOR; PROV. BOX FRAME IN NErW _ _ / _ O p 7NEW ABOVE O"HEADER EXISTING BASEMENT INTERIOR STAIRS TO REMAIN Z rNEW ACCESS 4'-0"W.4" DIA. 5TRUCT. 5TL, INTO BASEMENT ro COLUMN BURIED IN 'C a NEW BASEMENT POURED GONG, FTG N EXISTING 8" CONEFROWIDE C. WALLS, NEW 0 — - O u FOOTINGS < FRAME TO REMAIN 4" DI IA. 5TRUCT. 5TL. DOUBLE FLOOR JOIST CODUMN BURIED IN UNDER PARTITIONS x O 2'-0""X 2'-0'X I'_G"d RUNNING PARALLEL N w POUIRED GONG. FTG. (iYP ALL NEW AREAS) $ EXISTING GARAGE UNDER RIDGE POSTS z SLAB TO REMAIN �2"X1 O" F J PROV. 1/2" REBAR DOWELS @ 6" O.C. @ 12" O.G. VERTICALLY INTO EXIST. FOUNDATION WALL tl,/ m NEW GIRDER- 2"X 6" @ ABDUTiINGNEW FOUND. WALL /1 W (TYPICAL) PROVIDE R- 9 2- 2"X G"CCA; INSULATION I-- �� SHIM *PARCH I G"O.C. A5 REQUIRED (iYP NEW AREA) Z PROVIDEu_ Z -' u NEW GIRDER- FOUNDATION VENT p u EXISTING POURED M - O CRAWL SPACE CONCRETE STOOP o PROVIDE 2813" III 2 3/4"XII 7/8" O BASEMENT WINDOW O � LL o a _ w SEE DETAIL "A" "� O PROV, NEW MASONRY WALL 1 WITH 4" P.C. SLAB FLU511 WITH EXI5TING5TOOPSLAB: PROV. PARCH COAT CONCRETE OVER NEW*EXISTING AREA FOUNDATION PLAN ° M N SCALE: 1 /4" = 1 '-O" � o a 2 Q z y a 0§ w J F- (3 G z LL 2 3- 2"X 8" HEADER p ABOVE pYPICAL) P h z © GREAT ROOM N 3 w -1 Fluo BEDROOM N o m 4"X "'C.T. x — zas sa Fr. F @ 52 O C N sm ucnr 6 sR VENT LLI W PITCHED IU > CEILING W X ❑ 3068 I(P� ® 3- 2"X 4" P05T5 W W O TO RIDGE LL ',w W H 2468 z III ( 2468 J W MUD ROOM 2468 3- 1 3/4"X 114" � DROPPED HEADER LINEN m = � ' p V O i COAT z III 12668 cLu0 TO REMA MAIN III 3- 3/4"% 7/8" F FLUSH HEADER i aOseT 2668 _ HANG EXISTING C.J. W/ II - it WASHER DRYER 8 e DOUBLE IIPLOOK JOIST 3- 2"X 4" P05T5 r- DUNDEROUB,F�rXRTITION5 III (TYP. END BEARING) _ O RUNNIN (PARALLEL USP SUH26 CONNECTOR - -- /� TO NEW FLU5H HEADER U Z 068 - (TYP. AL NEW AREAS) (,, U Ci O W V r Up WI7 5068 = 5068- ro ip 246 rn TO - x10 TO. x - _ � - - 2468 N 866 N @L ' i 2868 0 �su 1�� TOaR - PANTRY 3- 2"X 4"P05T5 _� Il Q ZTO HIP BEAM i� 26683- 2"X 4"P05T5 aoSErzTO RIDGE � LIVING ROOM '�� 2668 2668) � BEDROOM 668; 8'-O" C.H. - 6068 2668 z 50?8 FOYER 2668 a 8'-0" C.H. T.O 1 '09u�a 2- 1 3/4"X 9 1/2w Ci Q 1-1'Ohl C 2- 3/4"X 9 /2'� HEADER ABOVE z OF HEADER ABOVE oowN 2- 13/4"X 11 7/8" cl05Ef N 3. 2��X 4" PO5T5 t 1 —2 %O @ z7--TO NEW R F_%S�ING AOR ooOR*214-5102U HTs 266fB FLUSH HEADER;7PR X BEDROOM DEN/PLAYROOM OV. B'-o" C.H OA 8' 6" C.H. 5/D u 16 .0 / USE 5UH26 CONNECTOR isz so.H © © 268' 3066 1268 - aosET �TO NEW 4 EX15TING C.J. _ s%HT 11.) 2- 2"X 4" P05T5 - F" TYP. BOTH END5 z j U uo �p 2- 2"X 10" GIRDER 0 ❑ _Z PROVIDE 8"H5*G �x 2 R PERMACAST COLUMN N O 3 2"X 8" HEADER O O O — O O ABOVE (TYPICAL) LL q q C C © © ❑ z Q LUO FIRST FLOOR PLAN SCALE: 114" = 1 '-O" w � o Q n_ N w w 2"X 10" R.R 2" X I O" KKLL O @ 7 @ I G" O.C. ' a _� o Y R h z iYp N Z 0 2" b' CT. Z @16 O.C. K U a'I Y 2 U w ZQ Q Q x m LL of W F- >-_ coaX U O KU ' / O 0 (n O - / w O, O dU LINE OE 8'-0" C H. N HALL � ATTIC AREA h�A vl .p l� ` j� 2868 W 2"X O" R.R. 3068 , 2"X O" R.R. O @ IG" OC o - 1 Z r @ G" O.C. 2868 w r, o w 3- 2"X ,4" P05T5 3- 2"X 4" POSTS O CID TO HIP BEAM TO RIDGE UO < Z0 2- 1 3/4":XJ 1 7/6" RIDGE O o x - N 13/4"X 1 1 7/8" Z HIP RAPPER < GREAT ROO s/ FOYERCID PITCHED CEILING OPEN TO BELOW insofT \e 6I5%VfPLIGIT LINE OF 8'-0" C.H. _ p "XI6 O.C. x - T co JP w 2"X 8" .T. Z @ 16" C. c„r yO w w 3 U o °" \O - C7 - Z o m 2 X O" R.R. , 2"X 10" K,K. O 2^XX I , 2" O'X O' R R R. 9l( @ 16 O.C. 7 @ 6" O.C. ' IJi @ 16" O.C. @ 16" O.C. z Q w 0 P1 ROOF PLAN � N SCALE: 114" = 1 -O" w w � o a o_ 2 I I D A Z e � W ¢ y rwr Q o 0 5 Z p N Z o � CONTINUOUS PROV. U5P RS I G-R 21" N ti 3 w F-1 RIDGE VENT CONNECTOR o N o m _ ARCHITECTURAL 1-� ASPHALT ROOF 2- 3/4" XII 7/8" RIDGE 1 SHINGLES W K /2" CDX PLYWOOD 1/2" - IG"O.C. @ ❑ (o Y _ F- I6 6" O.C. 0 LF O L 21 x j-011 R.K @ R-1 9 INSULATIONX(TYP N } W - INSULATION C.T. @ I G" O.C. - - Q W W F- � �I g Jo J_ [ _ F 3:1 71 ! �L U ATT CTED O w i. l 6'p -Lf PROV. U5P RT20 $ 2" X 6" T 6" O.C. STUD SUPPORT TO RAFTERS � CONNECTOR Q(P.) z Of � R-30 INSULATION (NP.) �L I" X 6" FASCIA W/ O L 1"-0"VENTED SOFFIT _ Z o CD h - EXISTING C.J. TO REMAIN @ I G" O.C. 2" X 8" C.J. @ o O.C. W EIlw af m -E� INDO NEXT-.DOORS) L, I__ EXISTING 2"X 4" STUD 1 LIVING ROOM �� - 2"X �" EA E INTERIOR PARTITION I/2" GYP. BOARD -f-L A L_ NP. ALL AREAS Q Z O o 112.. CC) _ .I I _ 3/4" PLYWOOD PORCH ZFffX[5TIG 51JBFLOOP Z I_. ROV. P 'I= -R 3�^"j-- KITCHEN NOTE: CONTRACTOR TO M MATCH FIN15H FLOOR m - � " X G" 115 L L / HEIGHT W/ EXI5TING ROV. 5T51 G FINISHED FLOOR I I NCHOYR IT'-(i1'PJ - - - - _ - - - -- -- _ -- EXISTING F J. TO REMAIN @ I G' O.C. _ RADE - EXISTING GIRDER EXISTING P.C. WALL, d COLUMN TO REMAIN FOOTING 4 FORCFI �UN CAVATEDIt ^ , to Z5T�NGBASEMENT EXISTING FC. El W TO REMAIN 7 WALL ! FOOTING / WALL TO REMAIN Z W U _O Z 0 Li O O J z Z W BUILDING SECTION "C" SCALE: 114" = I -O" o c N w Q (L W z - zW - - - - - W >I of O o Z z FRONT ELEVATION W SCALE: 1 /4" = 1 '-0" O Z o v Z n v Tto M Si -1 U IW- _ W U O I LL W RIGHT SIDE ELEVATION o �-- N SCALE: 1 /4" = 11-01, o a -- - IIlj �jl -- -- 'KO" 30 YR. ARCHITECTURAL Z rc A5PHALT ROOF SHINGLES O w COLOR TO BE DETERMINED ao 0 - - Lu M } zt W - W W L H W W __ - PRE FINISHED WHITE CEDARSHINGLE USE"MAIBEC W F KENNEBUNK" OR APP Eq. LIT �J rI - -- --- - - El r— _ _ FINISH TO BE DETERMINED Y LI �-I ' I I I-J --- ' - _ -- - - -- --- - — - - - S III C L -_ - - L — TRIMBOARDS AROUND pi L J 1 L-1 -_ _ = ALL WINDOWS 4 DOORS - - _ — LI O in d o LU W 7 REAR ELEVATION SCALE: 1 /4" = 1 '-0" Q z o O o i 1� Z �` a � co M (n EK W - - W - - - - - -- U - - - — — - - - - - - K LIT J_I I1J - �- , - - a T_u - z z � --_ W LEFT SIDE ELEVATION o a N SCALE: 1 /4" a 33'-1" 5' 6' 22'-1. 8" P. GONG FOUNDATION WALL AS FIREPVi _E FOOTING 9 > i1 � U of Z a N Z.LL '- NEW BOILER. FWE FOR BEAM POCKET IN z J FOUNDATION WALL w w BOILER III RYP. EACH END) U a > -, U � N Simi 10 PROV 5/8" F.C. GYP. 8D O 0 CEILING THIS AREA - U III I3'-10 I/2" 1B'-4" OVER FURNACE EQU IP x - N `d KNEW GIRDER- 8" P. CONC. FOUNDATION 7222��� U W 2- 1 3/4"X 1 1 7/8" Z 5' WALL W/ P-4"X 12" d. FTG. PROVIDE 2- 1 3/4 X 5 1/2 III PROV. W.W M. IN WALL LU D FOUNDATION VEN LVL GIRDER -- WY O W Z 2'-2^ -' O"C@ CRAWL SPACE `N O BASEMENT O�W �@ x 6'O C f hI s w 16" PROVIDE NEW 4" DIA 5TRUCT. STL 2- 1 3/4 % 9 1o/ RELOCATE EXISTING COLUMN BURIED IN u- ? FURNACE 6 VENTING TO LVL GIRDER a NEW FIREPLACE CHIMNEY: 2'-0"X 2'-G"X I'-O"d PROVIDE R-19 F w REMOVE EXISTING CHIMNEY POURED CONC. FTG. INSULATION N NEW STAIR 6 RAIL, O U UYP NEW AREA) u'S 1- R15ER3 AD W/OPEN Ir n 4" P. CONC SLAB ON COMP O x O CL COLUMN, fOOTJNG5N U EXISTING STRUCTURAL 9'-I 1" FILL WITH W W M.6 X 6 REINF. @1 GIRDER TO REMAIN —'- — UP - - - -- � m R NEW GIRDER- - 2 1 3/4"X 1 1 7/8" __ _ FRAME IN EXISTING 2- 1 3/4 X 9 1/2" ENTRY DOOR,HPKOVEADER BOX FRAME IN NEW, LVL GIRDER Al 2"X O" HEADER - o _ ABOVE INTERIOR STAIRS n EXISTING BASEMENT NEW ACCESS 4'-O"W Q V 32'-7" NEW 4" DIA 5TRUCT. STL. ' INTO BASEMENT TO REMAIN NEW BASEMENT CID COLUMN BURIED IN w z 2'-O"X 2'-0"X I'-O'd z POURED CONC. ETC. z EXISTING 8" CONC. WALL5, -- o U FOOTINGS E FRAME TO REMAIN '1� DOUBLE FLOOR JOIST - O UNDER PARTITIONS RUNNING PARALLEL N 1p C YP. ALL NEW AREAS) 3 ca) EXISTING GARAGE SLAB TO REMAIN 2"X O" F.J. z PROV. 112" REBAR DOWELS @@ @ I2" O.C. VERTICALLY INTO EXI5T. FOUNDATION WALL (p NEW GIRDER- 2"X 6" AND NEW POUND. WALL PROVIDE R-19 2- 2"X 6" CCA' e° ABUTTING OYPICAL) \ SHIM 4 PARCH CC.:C! INSULATION W H _ A5 REQUIRED z (IYP. NEW AREA) Z If U PROVIDE z FOUNDATION VENT O ti EXISTING POURED U NEW GIRDER- Z CRAWL SPACE PROVIDE NEW �2- 3/4"% 7/8" 0 x O CONCRETE STOOP O O 6, ANDERSEN 2813" LL a \ 6' x BASEMENT WINDOW O LL LU LU 5EE DETAIL "A" � nV/I 0 1� PROV NEW MA50NPY WALL WITH EXP SLAB FLUSH EXISTING XISTING STOOP SLAB; PPOVPARCH COAT CONCRETE OVER OVER NEW 4 EXISTING AREA 13'-I" 65-3 112" FOUNDATION PLAN o (v� N SCALE: 114" = I 1-O" o a Z 3 a U w 10'-I 1 I/2" �8'-10 I/2"� LL _ . I- o z e m iy N Z 3- 2"IX 8" HEADER s ABOVE (TYPICAL) z U © � GREATROOM 'U v<e b 10• lo'-o° cH. �o BEDROOM S/ o m of ml C.H. PI CHED w 2"X 8" C.J 3' x - CE LIG � @ N � 6 1�STh 59�6TIT V[PR W LU 7-10 l/2" 3- 1 3/4"H 1 1 7/8" U Z X FLUSH HEADER 3- 2"X E POSTS — I5' TO RIDGE ~ 0 O 13068 ® ® W W U HANG EXISTING C J W/ LL' WI- 20'-2"— T- zo'-z" USP 5UH26 CONNECTOR } LL' 0 5'-I" TO NEW FLUSH HEADER 5'-5" 3' e'-4'• U U 2468 J y MUD ROOM 6' -1/2 z z OD z0 2068 246 ($� EXI5TING KITCHEN z 5' N0 TO REMAIN I" 5_S 6 2•_ O III WASItER DRYER 2668 1j 1 -- @) CLOSET 86 0 4' 3'-4" O _ 7'-1 1/2" LL O D - T-I �U -- Z 5/ U 0 II 11� W 6068 , 3�-e�• i7(n 246 - �3- 2"X 4" POSTS4_6 x - ' M 1 6'-4•' RWAY _8Y"HUSK1^' Z O TO HIP BEAM 668 12668 � 4_4" � C9 O 1 2' CLOSET _ 5• _ LIVING ROOM z (oo 15'-3 1/2' 8'-0" CH � 13'-I I" 2' b z BEDROOM 5/D _ 8y0•, C.H. 5 8 - FOYER 20G8 a JDOM (a) 2068 � � 105 5Q 7 11%vef" , 0 z T O NEW B EX15TING C.J. p s1oRLU16Ts -2668c�S0 6•-V. 2 T03 XGE u FW5H HEADER, NEG - gEDR r 3- 2" 4 POS 5 USP SUH26 CONNECTOR _ m TL-� OV TFIERMATRU t ' DEN8P 6 ROOM O OOO161268 U5P SUH26 CONN C � OOMcs7 Fcs7s2X8 @ 5/D 16" O.C. FLUSH HEADER; PR x 8'-O"C.H. U B B B LosET EGTOR I4'-e" TO NEW 4 EXISTING C J N 1i nw SOn W 9K V IT 2- 2"X 4" P05T5 — F- NP. BOTH ENDS I2'-l0" �{ Z uj 6" U O U 5'-2" u� �p 2- 2"X 10" GIRDER U 0 Z 6'-2 1/2" PROVIDE 5" HBtG ut K PERMACAST COLUMN N O O O _ O O ABOVIf (BTYFCA O A A � LL © ©'!I] z Z 7•_3•• I/2" O,. 14'_6, O'-2" O" 5,_8. yI� Q 1 6•_B• W I-25•_4" 12,_4•• 13'-I" � O FI RST FLOOR PLAN SCALE: 1 /4" = 1 -0 II N v 0 � o a w a > p U , M Z p N Z 2"X 10" R R. 2"X I O" R.R. U @ 16" O.C. @ IG" OC � � w 2`X8 C.T @ IG OC W W U Lu K L U O x g J 'U) L a o n W 2"X 10" R.R X 10" R.R. W r @IG" O.C. @IG" OC 0 �- � p QZ O d. U O o do 1 3/4"X I 1 7/8" RIDGE w r n ZZ r N G X 7/&" HIP 1P RR AFTER re� O 0e ' 2"116 C.T. N � N � W 2"X 8" C.T. J o w @ IG" .c. 2� 10�� a W o 'o, O 2"X 0" R.R. 2 X 10 R.R O" R.R. 2"X 10" R R 2"X @ IG" OC '� @ IG" O.C. @ 16" OC. @ IG" O.0 W m p m _ Q W U 0 �^r � O ROOF PLAN SCALE: 1 /4" = 1 '-0" o S � N Q PROV. USE 85I G-K 21" CONTINUOUS CONNECTOR RIDGE VENT w ARCHITECTURAL 3/4"XII 7/8" RIDGE SHINGLESROOF o 1/2" CDX PLYWOOD J a ci Z N 2"X IO" RR @ 16"0C Z R-19 INSULATION ffYT Z_ R-30 INSULATION (TYP.) 3 Q z°xa^ c.r @ Is^ o.c, 01 NI rj m w w, UNHEATED U 2"X 4" @ 1 G" D.C. STUD c\ATTIC PROV USE RT20 Wco SUPPORT TO RAFTERS \ CONNECTOR NYP.) J R-30 INSULATION (IYP.) '(4 Y U "X G" FASCIA W/ -O"VENTED SOFFIT 0' 2"X 8" C.J. @ I G" O.C. 1 EXISTING C J TO REMAIN I s"O.C. V7 } w R PROV, U5P R51 G-R 2" U O CONNECTOR(TYP ALL 2- 3/4"X B" J co LU5H LVL HEADER 2"X 4" STUD WINDOWS f EXT. DOORS) J INTERIOR PARTITION I/2" GYP. BOAR 3- 2"X 8" HEADER PROVIDE 8" HB€G AREAS 2"X 6" STUD WALL @ 16"O C PERMACA5T COLUMN 3/4" PLYWOOD b' I/2" CDX PLYWD. SHEATHING TYP. ALL SUBFLOOR EXISTING NOTE: CONTRACTOKTO KITCHEN PROV USP R51 G-R 3G" PROV. NEW MASONRY WALL MATCH FIN15H FLOOR CONNECTOR(TYP.) HEIGHT W/ EXISTING 2"X s" CCA SILL PLATE K m WITH 4" P.0 SLAB FLUSHFINISHED FLOOR O WITH EXISTING STOOP SLAB; PROV USP STBI6 PROV PARCH COAT CONCETE d o / L ANCHOR BOLTS (TYP.) Z n OVER NEW€ EXISTING AREA I _ EXISTING F.J. TO REMAIN @ I G" O.C. w V GRADE w� _ EXISTING P.0 WALL, EXISTING GIRDER `- FOOTING € PORCH 4 COLUMN TO REMAIN UNExCAV T D - SLAB TO REMAIN < } o Q Z O o EXISTING P.C. EXISTING BASEMEN Z WALL € FOOTING TO REMAIN Q WALL TO REMAIN SEE DETAIL"A" NOTE. CONTRACTOR TO MATCH NEW€EXISTING NEW 2"X s" FINISH FLOOR HEIGHTS EXTERIOR WALL -\ 3/4" PLYWOOD SUBFLOOR U BUILDING SECTION "AI NEW GIRDER- w 2- 2"X G" CCA; HANG NEW F J. W/ w SHIM OR STRIP —U5P SUH2G CONNECTOR I-- AS NEEDED TO NEW GIRDER€ Z SCALE: 114" = 1 '-0" PROV. PARCH COAT CONCRETE EX15TING RIM BOARD w OVER NEW€EXISTING AREA Y U PROVIDE 2"X e" NEW 2"X 6' F.J UD CCA ON FLAT ,�, I G" O.C. EXISTING F.J. TO REMAIN @ I s"O.C. Z_ EXISTING PORCH SLAB TO REMAINEXISTING RIM BOARD 0 TO REMAIN 0 O EXISTING SILL PLATE ILL \ / TO REMAIN 0 UNEXCAVATED Q / \ EXISTING POURED CONCRETE w FOUNDATION WALL€ }� FOOTING TO REMAIN O DETAIL "All SCALE: 112" = P-0" o a a (p N Q IZIj Ij VIII U ILII III Zo ISI m PROV USF R5 G-R 21" CONITINUOUS CONNECTOR RIDGE VENT Z w ARGIHITECTURAL 3 � w 1 3/4"X 1 1 7/8" RIDGE A5FHALT ROOF p N p m SHINIGLE5 II/2" CDX PLYWOOD 1 2"X I O" R.R@ 10 0 C. WU w pO p p 3- 2"X 4" STUD O W W POSTS TO SUPPORT RIDGE, BEAR ON } U FOUNDATION WALL R-30 INSULATION (TYP.J 2"X8" CT. @1 " OC 2 ISI h UNHEATED ATTIC 'O PROV. USE RT20 2"X e"C.J. @ 6" O,C. CONNECTOR(TYP.) R-30 INSULATION (iYP.) "X W FASCIA W/ "-0" VENTED SOFFIT PROV. USE RS I G-R 12' 2' X 8" C.J. @ I G" O.C. 2"X 4" STUD CONNECTOR MF. ALL O NO INTERIOR PARTITION WINDOWS < EXT DOOR5) 0- Z 3- 2"X 8" HEADER W V V 1/2" GYP BOAR I0 2"X G" STUD WALL @ I G"O.0 X FLOOR m PLYWOOD T� ALL AREAS e' /2" CDX PLYWD. SHEATHING SUB PROV. USE R51 G-F,SO p } O CONNECTOR(TYP.) ¢ Z 2"X G" CCA SILL PLATE W' 0 PROV USP STB 16 Z V 1 2"X 10" F J. @ 10 O.C. ANCHOR BOLTS(TYP.) M LV GRADE 3/4 X 9 I/2" 2"X O" F.J. @ G"O.C. 8" POURED CONCRETE LVL GIRDER FOUNDATION WALL TO 2- 1 3/4 X 1 1 7/8" V-4"X I'4"X I'-0" LVL GIRDER POURED CONC, FOOTING PROV 4" POURED CONC. SIAB ON COMP FILL WITH W.W.M.G X G REINF ^^, NL/ co H Z W U z _Z K O O BUILDING SECTION "B" ��I o SCALE: 1 /4" — 1 _C — - �-I w 0 ^ O_ I—� O a a w 0 � o a Z --- w z z - -- - - - - - - � � _ - - --- - - uiO J(n �YO - - - --- of ❑ >- v' O EXISTING ELEVATION of 5CALE: 1 /4" = 1 '-0" 52'-3 1/2" of O O 12'-O I/2" Z LU LLJ 'Td d r M m Q Z O O o of p- r REMOVE EXISTING BATH, Z INCILL DC$DOOCLOSET S<NDOW M co EXI5TING KITCHEN TO REMAIN EXISTING BEDROOM REMOVE EXISTING LAUNDRY REMOVE ALL EXISTING INT. d EXT. WALLS, DOORS, WINDOWS AREA, INCLUDING DOOR5, FLOOR MATERIAL f CL05ET5 WINDOWS, WALLS B APPLIANCES PROVIDE TEMPORARY SUPPORT FOR EXIST. C.J. T =jQM5TING ENTRANCE w REMOVE f RELOCATE WALL 2G'-7" w TO LIVING ROOM, BEDRM 10 F- 24'-5" WALL 6 CLOSETS Z FXI5TI NG GARAGE w REMOVE EXISTING DOOR U BASEMENT STAIRS E GARAGE DOOR Z EXI5TING KITCHEN Of WINDOW TO BEE REMOVED 0 LL PROVIDE TEMPORARY EXISTING BEDROOM ❑ SUPPORT FOR EXIST. C J REMOVE ALL EXISTING INT. d Z EXT. WALLS, DOOR5, WINDOWS FLOOR MATERIAL k CLOSETS Q PROVIDE TEMPORARY w SUPPORT FOR EXIST C J. O (31 2'-5" 2'15" 14'-G 1/2" 23' 14'-9" EXISTING FLOOR PLAN o SCALE: 1 /4" = P-0" � o a GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - - -- - - - - NAILING SCHEDULE I �, 1 The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c All other framing material intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir or betterTABLE 3 1, INCLUDING 3 3 AND 3 e for generally accepted good building practice and compliance with current New York 19955BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL state building codes. The general Contractor is responsible for providing standard 2.All wood framing In contact with concrete or masonry to be pressure treated JOINT DESCRIPTION NAIL QUALITY NAIL SPACING construction details and procedures to ensure a professionally finished, structurally ROOF FRAMING CE I sound,and weatherproof completed product 3Provide double floorjoists under all walls parallel to Floorjoist span direction unless RAFTER TO TOP PLATE - ITOE NAILED 0`0" WALL 3-8d PER RAFTER Othermse specified. ID'-D" WALL 4-5d PER RAFTER I,W 2. General Contractor to coordinate all sub contractors, scheduling of work,and CEILING JOIST TO TOP PLATE ITOE NAILED 0'-0" WALL 3-8d PER JOIST rr 4 Provide x-bracing or solid blocking at a maximum of V-0"o/c for all dimensional 1 D'-D" WALL 4-5d PER JOIST LL Interaction between trades. ISS CEILING JOIST TO PARALLEL RAFTER IFACE NAILED SEE TABLE 3 7 EACH LAP _ lumber Floor joists. CEILING JOIST LAPS OVER PARTITIONS IFACE NAILED SEE TABLE 3 7 EACH LAP Lo !o 3.The general contractor is responsible for ensuring that all work and construction COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE JI U 5 Floor construction: W tongue and groove wood subfloor. Finished material to be II meets generalor co current federal, state,for thtand local codes,ordinances and regulations, 9 9 PY BLOCKING TO RAFTER TOE NAILED 2-fid EACH END etc These codes are to be considered as part of the specifications for this building applied over subFloor. Glue and screw plywood decking to floor joists RIM BOARD TO RAFTER LEND NAILED 2-16d EACH END and should be adhered to even if they are in variance with the plan 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. WALL FRAMINGTOP _ 4. Dimensions shall take precedent over scale drawings(do not scale drawings) All Interior headers to be 2 2x10 unless otherwise specified. TOP TO PLATE Tar PLATE - - (FACE NAILED _ 2-16d _FACE NAILED 2-16d PER 4 oio-E 1- O P TOP PLATES AT INTERSECTIONS FAbE NAILED 4-i6d JOINTS -EACH SIDE C I 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls HEADER TO HEADER_ _ _ _ __ _ IFACE NAILED 16d _ _ 16" O/C ALONG EDGES _ L_ _ _ END NAILED 2-1 Btl PER 2%4 STUD ' responsibility for construction coordinating with these plans, nor responsibility for TDP OR BOTTOM PLATE TO STUD 9 9 Psafety - _ 3-16d PER 2x6 STUD cnstruction means, methods,techniques, sequences, or procedures,or for 9 9 P - - 4-16d ___ PER 2xe STUD - e All beams to have adequate beano at each en or as specified.e . - precautions and programs In connection with the work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST, ` specific use expressed or Implied in the use of these plans 9 All flush beam and joist Intersections to have galvanized hangers BANDJOIST, ENDJOiST, OR BLOCKING !FACE NAILED 2-16dPER FOOT 6 Refer to Floor plans,exterior elevations,and window schedule for types and sizes of 10 Typical exterior walls and roof to be sheathed with h"exterior grade plywood or FLOOR FRAMING windows All Windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and JOIST TO SILL, TOP PLATE, OR GIRDER ITOE NAILED _ 4-8d PER JOIST _ Z W BRIDGING TO JOIST _ _ _ _ _ ITOE NAILED 2-6tl EACH END Q headers. BLOCKING TO JOIST ITOE NAILED 2-8d EACH END Q Q J 7. Door and window headers to align unless otherwise noted. BLOCKING TO SILL OR TOP PLATE ITOE NAILED 3-16d EACH BLOCK C W O 11. Provide Insulation battles of eave vents between rafters. LEDGER STRIP TO BEAM ,FACE NAILED 3-16d EACH JOIST W 8. General contractor is to ensure that masonry and prefabricated fireplace JOIST JO LEDGER TO BEAM TOE NAILED 3-6d PER JOIST >_ Of � construction meets or exceeds all manufacturer's specifications and applicable codes 12. Exterior flashingto be correct) Installed at all connections between roofs,walls, BAND JOIST TO SILJO L OR END NAILED 3-16d PER JOIST } Y SAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-i6tl PER FOOT U O chimneys, projections,and penetrations as required by approved consfruchon - J to 9 General contractor to consult and coordinate with the owner and the plans for all practices. ROOF SHEATHING J STRUCTURAL PANELS I 4'PERIMETER EDGE ZONE - 16" 0/C -6"AT PANEL 2 built In Items such as bookcases,shelving, pantry,closets,etc. EDGES AND AT INTERMEDIATE SUPPORTS IN THE 13.General contractor to provide adequate attic ventilation and roof vents. ed PANEL FIELD =, 10 Provide hardwired smoke detectors,with battery backup,on all floors and In each INTERIOR ZONE - 16" O/C -6"AT PANEL EDGES AND 12" bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. Bd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Residential Construction Code Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-P' ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and CEILING SHEATHING - - safety requirements GYPSUM WALLBOARD_ Stl COOLERS 7" EDGE I 10" FIELD 0 LO WALL SHEATHING 1. General contractor t0 review plans, elevations, and details to determine Intended O heights of finished floor(s)above typical grade 2. If wall plates or joists are cut during the installation of plumbing fixtures or STRUCTURAL PANELS Btl 4-EDGE ZONE - iB" OIC -e''AT Z PANEL EDGES AND Z r equipment provide bracing to tie framing back together. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD lA r LIJ IT 2.All footings to rest on undisturbed sail. 6tl AT INTERMEDIATE EOR 00IATEISDP/PORTS NTHEEPANELEFIELDD I2 Ce Co M GENERAL HVAC SYSTEM NOTES - -_ - FIBERBOARD PANELS 7/16" 5d 3" EDGE %13" FIELD _ rD ry - - __ -- - - - - 25/32" _ _ - _ ---__ - - _ -EDGE /9 FIELD 3. Provide'r expansion joint material between all concrete intslabsan 1 Mechanical subcontractor Is responsible for adhering to alla applicable codes and HARDBOARD _ se A' EDGE-/TO" FIELD_ CD abutting I concrete or mason walls occurring In exterior or unheated interior areas. P 9 PP GYPSUM wnuaogno - 5tl COOLERS safety requirements. ea 4EDGE ZONE -ifi" DID -6"AT PANEL EDGES AND 12" 4. Concrete On 4' sand orgravel fill minimum,with 6x6-10/10 wire mesh reinforcing. T INTERMEDIATE SUPPORTS IN THE PANEL FIELD OZO Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements with theIX r equipment supplier Z r 7 5 Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general 4 6.General contractor to Install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval - - - TABLE 3.4 -- - - -- between all wood surfaces that are exposed to concrete or masonry surfaces. - - TABLE 3.7 NEW CODE RAMS SEC RUCTION MAN WOOD _- -WIND 'FRAME CONSTRUCTION MANUAL 1 119955BC HIGH WIND EDITIONWOOD FRAME 7 Damppmof exterior of foundation with a bituminous coating as per code and soil !RAFTER SPACING is" o/C ___ CONSTRUCTION MANUAL __ __ _ _ conditions GENERAL WIND PROTECTION CONNECTION NOTES 1120 mph FASTEST 1 INDSPE ED RAFTER SPACING i6" O/C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Adapted from Standard for Humcane Resistant Residential Construction; SSTD 10-99 --- - - I WEATHERING SEVERE and 1995 SBC High Wind Edition Wood Frame Construction ROOF ROOF NUMBER ROOF PITCH ROOF SPAN SII GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction PITCH SPAN (ft) NUMBER 12 20 28 36 FROST UNE DEPTH 3'-0' - OF NAILS3:12 5 8J ill 14 TERMITE MODERATE TO HEAVY 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1 A continuous load path between footings,foundations walls,Floors, studs and roof 4.12 _ 12 - 4 4:12 4 6 8 11 framingshall be provided - _ - _ -- DECAY SUGFIT TO MODERATE l 1 P 20 _ 5 512 3 5 7 9 4"I 2 All interior walls to be covered with Y:"gypsum board with metal comer reinforcing. -- - - - - _ WINTER DESIGN TEMP. 11 Tape,float, and sand(3 coats). 2 Approved connectors, anchors and other fastening devices not Included in the 24 s 712 3 4 5 5 ICE SHIELD UNDER AS PER MAMIFACTURERS Of Standard Building Code,Table 2306 1 shall be Installed in accordance with -- - 28 7 912 3 3 4 5UU 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturers recommendations. -- ss - ------32 12:12 3 3 3 4 LAYMEN REQUIRED SPEGFlCATIONS/STATE CODE at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber 512 12 3 R"�D U requires 2layers of 5/8",fire rated gypsum board. 3. Metal plates, connectors, screws, bolts,and nails exposed directly to the weather or -- - ---_ 16 _4 subject to salt corrosion In costal areas,shall be stainless steel or hot dipped --- - 20 4 (.7 4 All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized __ _ 24 5 Z_ resistant gypsum board, or wall tele set on wonderboard or equal. 28 -- _ 6 SOUTHOLD BUILDING DEPARTMENT CRITERIA K 4.Where windows and doors interrupt wood structural panel sheathing and siding, 32 T 00 -- - -- --- - - - - 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL- SECTION 310 BUILDING CODE N.Y.S. DESIGN LOAD CALCULATIONS framing anchors d connectors shall be provided at the top and bottom of cripple s6 7 studs, header studs,and at leas[one stud at each side of opening _-612 _ 12 _ 3 USE DWELLING UNIT- SECTION 310- 310.2 1� J 16 3 LL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf - - - - - - 20 -- ---- 4 2 HEIGHT ITT Q 5. Ridge straps shall be attached to each pair of opposing rafters except where collar _ FIRE AREA (sf) 384 SO. FT TOTAL Q EXTERIOR BALCONIES 4� Les of 1x6 or 2x4 lumber is located In upper third of attic space and attach to each pair ___ _--z8 _- -_-_ 5 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION W DECKS of rafters. 2 ATTICS WITHOUT STORAGE 30 - -- 92 5 4DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM ATTICS WITH STORAGE 40 6 Uplift connectors shall be provided at each rather bearing. -- - - 35-- 7 n � 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS �L/ O ROOMS OTHER THAN SLEEPING ROOMS 40 7.12-1272 12 2 SLEEPING ROOM 6 30 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 16 -- _ ------ s 6 DESIGN LOAD CALCULATIONS PAGE 3 corners. -- - - _- - 20 --- - - 4 7 WINDOW AND DOOR SCHEDULE PAGE 3 CRITERIA FOR CALCULATION OF DEAD LOAD 24 4 8 LOAD PATH SEE SECTION "N' ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A I A. B. Sill Plate to Foundation Anchorage' Sill plate shall be anchored to the foundation -- 28 5 9 NAILING SCHEDULE PAGE4 ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers A - 92 6 minimum of one anchor holt shall be provided within 6 to 12 inches of each end of -- _ - 36 s 10 EGRESS N/A SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ - 11 PLUMBING RISER DIAGRAM N/A GROUND SNOW LOAD 145 lbs masonry foundations Anchor bolts shall be located within 12 inches of corners and at 12 FIRE PROTECTION N/A spacing not exceeding 4 feet on center. 13 TRUSS DESIGN DRAWINGS N/A SEISMIC 14 ENERGY CALCULATIONS N/A DESIGN CATEGORY 6 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT WIN SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS o � WIND 8 P E E D 120 mph GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR `1 rn EXPOSURE CATEGORY IS GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. i,I I STRUCTURAL WOOD APA�NELS FORNWIIND-BORNE DEBRIS PROTECTION WIND Ow AN D DOOR SCHEDULE LL PENING FOR W PRO ECTION OF120 MPH 3LSI GUSTS MAXIM ROOF HEIGHT SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REO'D DESIGN DESIGN PRESSURE OPENING AREA W IND AREA ZONE PRESSURE RATING F- MULTIPLE SECTION ASSEMBLY: 1/4" A TW 3052 TILT W A S H 6.64 12 031 20 II THICK BOLTS @2'OC B TW 2652 TILT WASH 5.47 970 10 4 25.9 -28.1 30 c w C TW 26410 TILT WASH E 5.08 9 01 10 4 25.9 -28.1 30 LL D TW 2032 TILT WASH 2 47 4.21 10 4 25.9 -28.1 30 cr. 0 0 E TW 20310 TILT WASH 3 07 5 26 10 4 25 9 -28 1 30 Cit o U 1 a: N Z F AN31 AWNING 1 .3 3 50 10 4 25.9 -28.1 30 ? N z G FWG6068 FRENCH WD. GLIDER 14.72 23.78 50 5 232 -293 45 -ANDEFtS N HIGH PERFORMANCE OR ALL BE / ;CALCULATIONSINWINDOWS OR WINDOWS EBASED UPON EXPOSURE_ BAP-PROVED EOUA-LE]CUSTOM M_UST HAVE pP UPGRADE KIT - _ - - - `�I -, J i„ _ C O EF F IC IE NT 1.0 W ITA 120 mph BASIC WINDS SPEED_ AS PER IREMENTS MEETS NY STATE EGRESS REQU TABLE R 301 2 (2) NEW YORK STATE BUILDING CODE FOR HABITABLE SPACE - - - -- - -- I --- GRILLES - SEE ELEVATIONS W LU WALL OPENINGS INCLUDING WINDOWS AND_ DOORS SHALL BE _PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS B Z UP AFOR LL SPAN LINE WINDOWSAMLUST 2112WITH MAXIMUM OF B'I SPAN, E #8 ATR12 O/CS TABLE 70'1'-2 HILL- BE121/2 - #-8 WOOD SCREWS AT 16" OIC, FASTENERSVIII W! LU LU wi 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4 DP UPGRADE SILL ST_O_P_. (SILL STOPS TOTAL A 1-1/4 'HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED W ITH DP UPGRADE SILL STOP KIT ) _ _ _ 01 0 fn -- ED, ANY MULLED UNITS MUST MEET O TALL UNITS MUST MEET-OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRE THE ROUGH OPENING SUBSTRATE. _A LLXEXTERIOR _ –O = J 1 .5 TIMES THE DESIGN PRE_SS_URE REQUIRED AND MUST TRANSFER LOADS T _ - – –_ - �I GLAZING MUST MEET AS TM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTIONco REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION I - co O OL Z w v V 0_ m M C9 r o SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0<4'-O"WIDE SPAN < o 0 Z TABLE 1609.1.4 h 4"m ROOF VENT 0 o 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ROOF L Z IT USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Q g LABEL ACCORDING TO LOCATION. q 4 ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O C.OR BETTER ATTIC --- - _ _ FBATH ' 'BATH ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: �#10 TEE NUTS ATTACHED TO BLDG.w/#1OX 1 Y2" (W/WASHERS)MACHINE BOLT @ 12"O.C. 3�� WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED I1 1/4 "t v4 11/2 1114 TUTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901hs. 00 W. _ SHUTTER ASSEMBLY " WOf W N.T.S. FOR PANEL SPANS:4'-0"OR WIDER SPAN FIRST FLOOR I� ~ "1 4 Y3 �'3 3 -3 W1 SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO<4'-0"SPAN - U NOTE ADDITIONS: C.O --- 1�--�� _ 0 ------ _ 3—_— Y4 _ TO SUFFOLK COUNTY Z -- – T DEPT OF HEALTH of 2%4 STRONG-BACKS @ 24"OC 4"C I. SERVICES APPROVED HOUSE SEWER LINE O ASSEMBLY: TRAP O 1) PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL BASEMENT LLL WOOD SCREW @ 12"O C. a ALTERNATIVE FOR OPENING PROTECTION UU SLOPE" 1/4" PER FOOT PITCH TO 2O WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7119"AND MAXIMUM PANEL SPAN OF 6'-0" DRAIN SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS = SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1699.1.4 AND 1699.6 5 AND TABLE 1609 1 4) TABLE 1609.1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES L SPA SPA PANEL SPAN a 2' PANE < PANEL < PANEL FASTENER TYPE D' SPAN c4'-D" Nc6'9" N < .'-9" PLUMBING DIAGRAM 2112" #fi W00❑ SCREWS 16 19 12 9 r NTS 21/2" #E WOOD SCREWS 16 16 i6 12 O v v A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF O HEIGHT OF 3T-V OR LESS r B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE _ ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL a CAPACITY OF 490 LBS RIDGE RAFTER USP RS250 AT 21" w o a > i U N Z Z W A ' RAFTER/RIDGE/RAFTER WITH CT WI RAFTER KING STUDS RIDGE ,.i RAFTER STUD - - ZI W I W USP RT16 OR(2)RT7 Q Z RAFTER -O TOP PLATE O HEADER `-O z p 10 TOP PLATE O Y O USP R5250 AT 21 USP RT20 USP RS250 AT 18" - USP RT3 U. u 1W USP LS OR TMU IES WALL STUD O . WALL STUD USP RS250 AT 12" - K U O JACK STUDS -O g Al ,RAFTER/RIDGE/RAFTERwiocT B_ RAFTER/PLATE/STUD ,--B--)RAFTER/PLATE PLATE/STUD - -_-_ - - -_ --- - - _- C \HEADER/STUD HEADER/JACK 1 � - O 'o a � Z w � v OZOfo Z n a M (0 POST f USP CBE P.C. FOOTING— 2ND.FLOOR WALL STUD O 2ND.FLOOR WALL STUD O 1ST. FLOOR*�O 1ST.FLOOR WALL STUD -O V/ K 2ND.FLOOR PLATE 2ND.FLOOR PLATE- - - LU Z /_ G POST ANCHORFOR COVERED PORCHES_ SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE IST. FLOOR \ - ! U RIM BOARD O RIM BOARD -0 SUBFLOOR SUBFLOOR - - YYY---111 USP KLFTA USP RS250 AT 36" z USP RS250 AT 36" USP RS250 Z RIM BOARD RIM BOARD 1ST.FLOOR TOP PLATES 1ST.FLOOR of TOP PLATES O - DOUBLE SILPOST -O 0 DOUBLE SILL PLATE I� USP MP6F (�� LL 0 IST FLOOR WALL STUD 1ST FLOOR WALL STUD O FOUNDATION WALL O FOUNDATIOZ USP PAU a WP.C. FOOTING -, L^rJ� O_ FLOOR TO FLOOR D 'FLOOR TO FLOOR iE STUD/PLATE/SILL_ E-` \STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS / F - 0 r N II, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: � !�_/04 APPLICANT-- PPLICANT , DATE SUBMITTED:of 0 /04 SCTM# DISTRICT: 1,000, SECTION: jl , BLOCK: � LOT: 29 SUBDIVISION: xVa ADDRESS: I(c2 ('(&k C f,2j k_�z, CITY: ZONING DISTRICT: CONFORMING? Ma BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 3G&5 -Z/ C/o Z-�-, INFO /BP 19 -Z/ C/o Z- 19%�5 , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED /Kv NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE��REQ. LOT COV.c D /v ACT. LOT COV. ✓ REQ. FRONT PROP. FRONT ,/ REQ SIDE is±� ACT. SIDE REQ. REAR n PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Pudflcm, 77) sm ESTIMATED PROJECT COST: ARCHITECT/F 5nE1V R: –its KlL.L_ WATER FRONT? Ko DESCRIPTION: PANEL #-in FLOOD ZONE: _ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES ore(BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y orv1 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or 1® DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT#: TOWN TONING BOARD APPROVAL: YES or� DTE: / / PERMIT #: TOWN'ALAN. BOARD APPROVAL: YES or DTE: / / PERMIT #: TOWN`HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COM IANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 'QQ2 SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE � 1. ��,a�SF)- ( �' SF)=�_SF X$ -0 =$ Sl160 +$ +$ = $ �0 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: $ �6✓ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wiudeed: 120MPH Seismic Design Category: B Weathering: Severe X t Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES _ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/ SCRIPTIVE w F C=\M FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE*D, Y/N SNOW: Y/N IsISMIC: Y/N WIND: Y/N WINDOW ANIP DOOR SCHEDULE: MISSL FEST REQUIREMENTS: N EGRESS 5.7 S.F.:,Y/N LIGHT 8%: Y/N`- VENT 4%: Y/N NAILING/CONSTRUCTION SCHE ULE: Ya� MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)