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Home My WebLink About29913-Z FORM LSO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUP.LNCY NO: Z-30486 Date= 10/07/04 THIS CERTIFIES that the building NEW DWELLILSG Location of Property= 2650 HARBOR LA CUTCHOGUE (HOUSE NO_) (STREET) 11IET) County Tax Map No_ 473889 Section 103 Block 1 Lot 20.7 Subdivision Filed Map No. Lot NO_ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 21, 2003 pursuant to which Building Permit No. 29913-Z dated DECEMBER 8, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT ENTRY AND ATTACHED TWO CAR G_AP_yGE AS APPLIED FOP.. The certificate is issued to MLNZI HOMES INC & ORS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0143 09/15/04 ELECTRICAL CERTIFICATE NO_ 1207213 08/10/04 PLUMBERS CERTIFICATION DATED 05/18/04 CHUCK SANDERS // uth- ized Signature i J Rei'. 1/81 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) PERMI 90. 29913 Z Date DECEMBER 8 , 2003 Permission is hereby granted to : PETROSINO (MANZI) PO BOX 702 ROCKY POINT,NY 11778 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, AND COVERED FRONT ENTRY AS APPLIED FOR at premises located at 2650 HARBOR LA CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0001 Lot No. 020 . 007 pursuant to application dated NOVEMBER 21, 2003 and approved by the Building Inspector to expire on JUNE 8 , 2005 . Fee $ 1 , 249 . 80 Authorized Signature ORIGINAL Rear. 5/8/02 Form No.6 - - TOWN OF SOUTHOLD BUILDINGDEPRTMENT =:YC 7 TOWN HALL 265-1802 - - APPLICATION FOR CERTIFICATE OF OCCUPA.NCI v This application must be filled in by typewriter or ink and submitted to the Building Department with the foltowine: A. For new building or new use: 1. Final survey-ofproperty with accurate location of all buildings, property-lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept-of water supply and sewerage-disposal (S-9 form)- 3. Appmmml of electrical installation frorn Board of Fire Underwriters. 4. Su orn statement from plamber czrtihrin2 that the solder used in system contains less than 2/10 of 1%o lead. 5. Commercial biriiding,'indus. h. butldi F, multiple residences and similar buildings and installations, a'certificate Of Code Ce 1 p A- 8=from archdtectsoi engineer responsible for thi'building. 6- SubrnitPlnnitingBoardApprovalofeOmpletedsiteplan`requirernents. B. For eiisting buildings (prior to April 9,195,)non-coaforming'uses, orbuildings;and "Pre-existing"land uses: L ,Accurate s`urc rO of propady,showirrg Edi propelt lines, streets,building and unusual natural or topographic 2. A properly comple�teil application and a consent to inspect sigaedby the applicant.If a Certificate of Occupancy is'dcmzd 't z Bntldmg In-spector shall state the reasons therefor in writing to the applicant- r 9 I `C. Fees � s- 1. Cemftcate f cenpaucy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to.dwelling$25.00, Swr od $25.00, Accessory building$25.00,'Additions to accessory budding$25.00,Businesses$50_00. 2. Czrtificafe of0 apancv n Pry existingBuUding'-"•$100.00 3. Photocopy T Certificate of Occupancy-$ 0 25 4. Updated z cace'otO�cupancr $SO.lJO 5. Tzmporaryti6 ate ?t Occup€ncq- Residential$15 00, Commercial$1500 Date. 1 New Consinrctioni Old or Pre-existing Building: (check one) F Location i0 Prope (D�tfl � �C�rh� r � t, Ft (ltl �n Atm-�I�l " ]grlC ��q35 JHamlet ' +FIouszN Street R9 �q y OwLzrory +n�rs'ofPp n'+' I`"Inti2i �G'ry}pdc; rte { +>+ Suf' 5: C1 unNo luau Section Dj Block Lot 20.�j Subdivisiont Filednlap, Lot: PermitITo t 2 DatebfPeh lit. 12 0 J Applicant: Health Dept:?,pptouaL•' ✓ Undenvri[er Approval: Planning Board ApproY{al: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ D p C LY t r G �� applicant Signature r T Town Hall, 53095 Main Road y 2 Fax (516) 765-1 B23 P. O. Box 1179 WO ,� Telephone (516) 765-1602 Southold, New York 11971 �• O O�- �'or � �a OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: IV Lv q- Building Permit No . 2--9C1I3 Z- Owner: MrArIt t I�vme.5 s=nG . (please print) Plumber: ckucK Sander (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Sworn to before me this a day of Notary PuCounty LAURA CANGEMII NOTARY PUBLIC State of Y04 No. �Bf19611 QuMan In Suffolk C V-,l .0 0 7 Commissrnn Etpires March 1 , CCT p 1 Karl Spiehnann 2650 Harbor Lane a_ c. Fps Cutchogue, New York Mr. Fish Building Inspector Town of Southold Southold, New York i Dear Mr. Fish, This letter is to inform the Town of Southold of my intent to apply for a permit for a wood-burning stove for the residence at 2650 Harbor Lane. This will take place after I move into the home and the stove will not be installed until such permit is approved. . This stove will conform to the specifications described in my prior correspondence with the building department. Sinc y, Karl SP ielmann c' rn -ice be_�re- rhe- �Kts u� 'c , QDC14 `I-he� to drm � -�ruc coYec;L oajv-u&��- PATRICIA GANG NOTARY PUBLIC,Slate of New York Qualified in Suffolk County No.01GA5033944 Commission E)Ores September 26, �'�lo �r�rlg�,-�_nt�nrar�r�€r�la�,�,�rsr�nr�®r�a�ra�nn e BY THIS CERTIFICATE OF COMPLIANCE THE ` 9,+ 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 FULTON ELECTRIC INC. ' MANZI HOMES 5 61 WINDSOR PLACE PO BOX 702 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 rj Located at 2650 HARBOR LANE CUTCHOGUE, NY 11935 Application Number: 1207213 Certificate Number: 1207213 ] Section: 10'3 Block: 1 Lot: 207 Building Permit: 29913Z BDC: nsll Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: (� Basement,First Floor, Second Floor,Attached Garage, Outside,Attic, 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 10th Day of AuQnst, 2004. 5 Name OTY Rare Rating Circuit Tye Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 6 0 Smoke Appliances and Accessories Pump Motor 1 0 1 H.P. Future Appliance Feeder 2 0 20 Atnps Furnace 1 0 Oil Wiring and Devices Outlet 36 0 Fixture Fixture 36 0 Incandescent Outlet 91 0 General Purpose Receptacle 52 0 General Purpose Switch 41 0 General Purpose �+ Receptacie 1. 0 20 atnp Laundry Receptacle 1 0 30 amp Diver _ Receptacle 10 0 GFCI Service seal 1 Phase 3W Service Ratite 200 Amperes Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ® rJ�[PrJ�cPr�[J�[J��[C[J�rJ�[JcPrJ�cPrJ[rurJff�[J@J arJn1@[oP[ @@@ JP ��@J �r1P!rL3MpLdPJ-PcPPL.PIJ r r1�717rorarmlr�dG]rd&]�rJf7i7i7G7171Fr]f] G717GL']r Cr]�J7�7J7�Fr71H17171r�d17NFM 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by FULTON ELECTRIC INC. *MANZI HOMES 61 WINDSOR PLACE PO BOX 702 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 Located at 2650 HARBOR LANE CUTCHOGUE, NY 11935 �j Application Number: 1207213 Certificate Number: 1207213 Section: 103 Block: 1 Lot: 20.7 Building Permit: P9913Z BDG: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: " Basement,First Floor, Second Floor,Attaclred Garage, Outside, Attic, 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 10th Day of August, 2004. Nattte Q FY Race Ratins Circuit Tune Service Disconnect: 1 200 cb C� 1N-leters: 1 I� c� seal. 2 of 2 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 1 rJ@J acJrJ@fr�c frJ�i Pr�r�cJ acP�J ocJ acJ acJ arJ�rJ�rJc frJ�rJ�rJ�cJEPc1c1cJ�PrJ�rJ�rJ@PcPc f�JcPr�cJ�JcJrPc fact acJ acJ�JcJ�J�Pc1L3 a�JL3pLc rL3rL3forJPFL3.r L3rr3 5 f ioc'.) n — _. -%?Qo TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Z j. VILLAGE DISTSinn . SUB, LOT Ir r \ _ ACR. REMARKS TYPE OF BLD. PROP. CLASS ` LAND IMP. TOTAL DATE �r 3o cam- L.i218 (so -`xhr �xF -�v i �rrptn� - voa FRONTAGE ON WATER TILLABLE --- FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND uc. yyy� BULKHEAD HOUSE/LOT TOTAL a w Applicant Date. Owners Nance e�A7i.� { JX4a Reviewed: Architect/ Date Engineer: ., Submitted: SCTM a: [)istricC 1000 Section: --)03 Block: PI oject 7 o Subdivision Location: _ a<-�S�/ � "Dl Cis !• -_ Name:_ -117Q41erl r Single & separate Required I certification: (Yes/No) ItlIA-- _ Q� Req. /J // Req. / Zoning District [In[si¢e: [Lot covcrageI'rolwseJ— � Rcq. Rcq. A - 7 Req. /•- [[4oN yard �D r Proposed: t�bt/I (Si&Yard� Proposed' [ (Rcar Yard Proposed [ P Project Description: AGENCVEERMUS Permit . REQUIRED FOR REVIEW N.A.. NO `ES Number /,21a-ora Suffolk Comity Health Dept. r� CR_ New York State D. E'. C. / Town Trustees / Town Zoning Board approval: Town Planning Board approval: ✓ �/ Flood Plane Elevation??? Flood Zone: Notes: - . f NEW YORK STATE CODE,COMPLIANCE CHECHIdST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45_ Wind Speed: 12011PH Seismic Design Category: B Weathering: Severe Frost Depth: 36"_Termite:DI-H Decay: S-bI Design Temp: 11_ Ice Shield Underlay: YES_ Flood Hazards: USEiOCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:YIN FLOOR JOISTS: Y/N ROOF R4FTERS: Y/N LUI<IBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOWY: YIN SEISMIC:YIN WIND:Y/N r , . WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT S%: Y/N FENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN `r MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N Ii 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) I I I aJ EFFREY T. B UTLER9 P. E. �' } GR 20 OVERHILL RD. II"'YI • SHOREHAM, NEW YORK 1 1 '786 „n_---"OED— r23 1 -208-885 _631 -208-8850 t 7GN : CrSGUTN✓LJ a¢ LFCENSED PROFESSIONAL ENGINEER - MEMBER NATIONAL SOCIETY OF PROFESSIONAL- ENGINEERS March 31, 2004 Town of Southold Building Department Re: Spielman Residence 2650 Harbor Lane Cutchogue Permit# 29913-Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. incerely, i P.E. Grr Y X','X',' Town Of Southold " P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/17/04 Receipt#: 21298 Transaction(s): Subtotal 1 Septic Permit-Operation - Resid. $10.00 Check#: 21298 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: BONNIED Internal ID: 100547 Town Of Southold ` P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/21/03 Receipt#: 18867 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 18867 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: LBOHN Internal ID:83493 765-1802 BUILDING DEPT. 'SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. i [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: f r ~ 1 `y 18`.I.MKsA pf1 , t � DATE I� s INSPECTOR 41, a ?13 765-1802 BUILDING DEPT. INSPECTION [[ ] ATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY r REMARKS: DATE 0 INSPECTOR ' f t % 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION j [ ] FRAMING [ ] FINAL I [ ] FIREPLAC & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK J ,L� ! a a 1 I` 4 DATE INSPECTO ' i 765-1802 BUILDING DEPT. INSPECTI N [ ] FOUNDATION 1ST [ ROUGH PIL } [ IF NDATION 2ND [ ] INSULATION [ MING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION f REMARKS: di L i E DATE INSPECTOR fd L 3 8 765.1802 BUILDING DEPT. f INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION � c REMRKS: _ led- DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION 1 [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ INSULATION 1 [ ] FRAMING, -[ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION i [ ] FRAMING [ FINAL [ } FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS:: DATE `' INSPECTO e� a 765.1802 BUILDING DEPT. �I INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSTION. [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: CSS%3 ��fti�s DATE 1 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ gFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � - Pr I DATE 167 INSPECTOR b - ' � A 1 I COIeDVlO S FIELD. senoNMORT D r ti . ry' FOUNDATION(?ST) - �L M FOUNDATION(=W�) IIS ROUGE:FRADIWG pLUNMING e144 IN6ULATION FERN.Y. - - _ STATE ENERGY CODE J' IWOAil .� l�'4•l i .M1 cs Pinter. $ �- [e®r, `7 ELZG c G C Y. -efVcnP i Gi - o �4DIMYONAL COMIIMNTS r. 1 z Y • y ` o z P' r y x e - -- a�vu.,iuvv rDtUvul :YIrL1l.t111V1V l.trl±l;li1,1J 1 BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTROLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: Michel C7 es-r 2 es i Approved 2069 Disapproved a'c j Phone: 7 LI t-1— U J TI Building Inspector APPLICATION FOR BUILDING PERMIT Date AD ' 20-1�3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot,plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and 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 Iuspector.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 a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance oka 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 buildilgs, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,.ordinances,building code;housing coA,, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,.�. . Signanue o'applicant or name,if a corporation) C� ®� 7r,Q 2 c,C 4., Pc1 ,i. (Mailing address of applic ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or.builder Name of owner of premises �� C1r12 i 1�C3✓Y12.S l ✓)C (as on the tax roll or Iatest deed) If applicant is a coP oration, signature of duly authorized officer h r�s `Zv i&Q f t rP Prt s', de.t l (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which Proposed work will be done: te� l7 l�Gr�ltir � 0�, e Cct � C�104u House Number Street Hamlet County Tax Map No. 1000 Section Block YLot Subdivision Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a_ Existing ust and occupancy V 0.C C--\ I Cry1 b. Intended use and occupancy .0 � r'e S i r) c e Nature of work(check which applicable): New Buildingyl� Addition Alteration I Repair Removal Demolition Other Work �/ — (Description) Estimated Cost Fee S, 5^CG . Fee (to be paid on filing this application) If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars I i If business, commercial or mixed occupancy, specify nature and extent of each type of use. 4j/ C7� Dimensions of ex_isti_ng structures, if any: Front - Rear Depth 11 Height -Number of Stories R Dimensions of same structure with alterations or additions: \Front Rear r Depth Height Number of Stories Dimensions of entire new construction: Front $ e it Rear S.S' 6 Depth 3-7 Height a % ` Number cf Stories Size of lot: Front %®-S" Rear /. os- Depth �s I p 0.Date of Purchase d3 Name of Former Owner LkN-,\-s 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded Will excess fill be removed from premises: YES NO Ktt�l SSP�21NMn v(rru�rieA� 4. Names of Owner cifpremises Manz:Nw, I�( Address?-0 0, .k xia, k o-� Phone No. 63 I 7 4 tl- (ce rf Name of Architect leaf T 6,a)e-r Address ?o 6ok 63Y sho.ehl, Phone No 631 - RD F - ,�,/� €PS i Name of Contractor i" On z) I-v n.e. Address ?--a gc347oa 19?T Phone No. bl- ?VIL /039 i ' 5. Is this property within 100 feet of a tidal wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES PERMITS IvLkY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. i i TATE OF NEW YORK) SS: 'OUNTY OF ) 1l C-7C� being duly sworn, deposes and says that(s)he is the applicant (Name of individual '9:Z:contra t) above named, i)He is the &,A (CoAtractor,Agent, Corporate Office*_ etc.) I said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application-, iat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be erformed in the manner set forth in the application filed therewith. worn to before me } C7 day of IV o20 .o3 Notary Public ignature o Applicant FREDERICK J.NAPOLRANO Notary Public,State of New York Reg.No.01NAGDO9519 Qualified in Suffolk County O Commission Expires March 24, D Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\030083-SPIELMAN\spielman.rck TITLE:Proposed Spielman Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/28/03 DATE OF PLANS: 10/28/03 PROJECT INFORMATION: Cutchogue- NOTES: Windows must meet DP 30 or better COMPLIANCE:Passes Maximum UA=553 Your Home UA=448 19.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1340 30.0 0.0 47 Wall 1:Wood Frame, 16"o.c. 3214 13.0 0.0 231 Window 1:Vinyl Frame,Double Pane with Low-E 328 0.340 112 Door 1: Solid 63 0.220 14 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1340 30.0 0.0 44 Boiler 2: ,85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems h � d to meet the New York State Energy Conservation Construction Code requirements. When a Registered Desi ed and signed this page,they are attesting that to the best of his/her knowledge,belief,and professiona specifications are in ompliance with this Code. Builder/Design Date Q' d r c n `O 07349` � i FESS4yP�'. A A '� ►►vw, T IC REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 10/28/03 TITLE:Proposed Spielman Residence Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.220 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Boiler 2: ,85 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. ( v Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) _ /1•c. 1 T 1 r r`),'L .i' t3 `C7 GM l r, I \J / , / �r t.V/�r��./[.,f i}'✓ �/l T�'%,/�\.�I'PO •_1', f9 F, A eM �' � '�.T4: F PE ,RadrVOR ROVALk'P+ S�ian'S°F8t1 �Pri,11V;)'.:\ C 1'/,,�.""' r� /✓ .":'v''iiC-" ns?�PtY�r�a�Y'.PRsIt�E�.;SY'&��`�'P'1$ti�.l?�Q,.k"' F.�fll.��r' � � L.(� G7=.r�Tin/C, /7 ' 0w 7 '� WIXiimdtUM *J d��13t�f 11'a�ra a / U BY Mc <71.%t1: F .�t �C7SG'/u/L � • 7�Ii S Map of Lot 1 "Minor subdivision prepared for Barbara Sowinski" ,i tri Ex aR�L Piled: May 17, 1991, Map Number 9101 Ilk � osF,t1 r/r / M/J/V Situated at Cutehogue Town of Southold., Suffolk County,New York - 4, \ District 1000 Section 103 Block 1 Lot 20.7 Area=2.205 Acres -7)W5av X ` CSJEE/TiG >4+fik ' lr faa t ate is i N 157 /�p.17/" �s ` .` sem'.: ' ? ; Lo - 7 Al e4 ANTHONYABRUZZOR.I .S. REGISTERED BAND SURVEYOR 60 a 12 Monroe Street iia/ri'OR 5118 IV15/O,4✓ r "_ Rocky Point,New York 11778 p (631) 209-0676 MAP PREPARED: October 1.5, 2003 /j / ANY Al.T1AA'1'ION OR AUUI'NON TO THLS MAP IS A VIOLATION OF SLCDON 72U9 OF THE NEWYORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING IIlt:LAM.9URVL'YOR'S ORIGINAL SIGNATURB ANG INKLO OR EMBYSEO SEAL SHALL NOT BE CUNSIDERED A VALID TRIR COPY, THISF9'IRCEL ONS IISSUBJTO'HRF YIH&SPNNTOWN551 RICTIONS HF RECGRO. 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' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIQLATION OF SECTION 7209 ` �,� 0.' r •'� A--f,' r-'C�'f�/;�,li OF THE NEWYORK STATE EDUCATION”LAW,COPIES OF THIS SURVEY MAP NOT BEARING TFIE LAND SORVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED $FAL SHALL NOT BE CONSIDE"D A VALID TRUE COPY, e9"M"�' Z17?0A'iV i/07,2'Zo'fl!/ TI-ITS-VA-RI;131,15 SOB'.IEC'.T TO ANY BAStWNTS OR.RESTRICTIONS OF RECORD. ELIENA'IIONS RF".FER TO THE FIVE,EASIPRN TOWNS TOPOGRAPHIC MAP,N.G.V.D. FENCES NOT LOCATED. G /Q Lf-_ ��LIYYtAx . gq-1 l,? 2-(J/ 5b I )ja-L&xR-, (16X _Q-. /V1F /VOT D J�/VEF� 1 �% /:i/G!F✓r' , > 5 a p / G � ..a TF5. t>'Y11?� ;^d'f•31_.G' Ec2SC/ .�." '.. OsEai/c GA V/V qt �Crl Map of Lot 1 `SMinor subdivision prepared for Barbara Sowinski" c''a ' Filed: May 17, 1991, Map Number 9101 l ,AM Situated at Cutchogue J��/� Town of Southold, Suffolk County, New York S District 1000 Section 103 Block 1 Lot 20.7 J Area=2.205 Acres C Q ro 2,. 10 /p�✓, r ANW 5 2004 V1 'J 1 LU A/ 81 C!/ .N 7 � ? ;,=f a° 1W 2�Z'61� Lr Ca ,,pG,s�/_�__ ANTHONY ABRUZZO R.L.S. G ' - RE61STERED LAND SURVEYOR 1500 Hortons Lane !nom /11//vOk 5(//.5G7/G;'_S/pi✓ BA/'� h 9 50G✓//s .� i- �5'a Southold;New York 11971 (631) 2Q9 0676 FOUNDATION LOCATION: February 2. 2004 _. .. -.n_ 40 REb// fr' /2� �rJ3 Pf7or /-/c7Lle'er LOC'erloly, Scale: 1"= 50' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OA-THE NEW YORK STATE EDUCATION"LAW COPIES OF THIS SURVEY MAP NOT' BEARING THELAND SURVEYOR'S ORIGINAL SIGNATURE:AND INKED OR EMBUSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE.COPY Ip /'— �— C/r%�[n til rC/,Gr/✓ /L�Jr�Qf%rJ;� THIS PARCEL,14 SUBJECT TO ANY BASE;NIENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP,N.G.V,D. FENCES NOT LOCATED. '\j Lltl.a�nYS� tf7`tlFtliHa1VICS r )R G � t '0,x'1 S�.ar'.)Wk`tiS..4'1r A +5`l>•,'�' va,.7..°PC ':L1`bVSOt31�.�.iI:I [:3lwxlrs,'(. a"°{ . I_rNl'3°- ry gg 1 / p t a a .) l' L 5 LOQ`t r�Fr /f"i / '/ 4 /V "ry'�X' r ��a 4 f i 't0 ESn r Nation havo baon 4 r , s9 Xy in r E.'"w z[4nwaR1't ett c"6.0 c c+�tdnt:39a and N011d W CA 45T/NC I /7 till ., 7—e57— /y0�. r��f"^`,�i , f! Y.S 61bed, U C/-/,? (Wicii of Wnstsmu�atPt�ItICIcI¢1f3YYImYtt I exisTN�—� y � ca S Q•AVIV zwx lIjy Map of Lot 1 "Minot subdivision prepared for Barbara Sowinski" ARE,L Filed: May 17, 199I, Map Number 9101 n, ��// Situated at Cutchogue ,,,/F J� Town of SoutlRold, Suffolk County, New York e e Sta District 1000 Section 103 Block 1 Lot 20.7 Area= 2.205 Acres � d tll r:i i Fkis4r cRPT'. Nle �aN n7, 1 eFr•:>.. C� f ., ePs ^� ..'i�r �•\ \ ��t//lura ` Cir V / s-u 5 I L,P, 5>'3. ' l.f•, ,gip �•;., C'?,r,: \C\ � � \ \\ \ `�''S n °,`r •��'.`a° � +�. ddr��a'��,..:� P'S.R 'xi CD - o €au sl'I'13 . ANTRO Y ABRlJZZO R.L.S. ao. — REGISTERED LAND SURVEYOR 1.500 Hortons Lane f�/i,M/JR .5(lt3lJ/f/,'S/c7/✓ B 9/r'E�i:fir! SDW/1 7 / saO a Southold,New York 11971 _ �p !/✓ V 1 (631) 209-0676 FOUNDATION LOCATION: February 2, 2004 r-1h7.=7L 5LHC 1` .4Z4'& ,r00y ,4c,.olbv, 112z104 s I//s 1�.` /2�/�p Pkr7r^ /lG7Gf5f [C.6Fer,'O^e, Scale: I" = 50 F DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)- WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ TABLE R301.4 GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHTJ FIRE AREA TYPE OF MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) SNOW DESIGN LINE LOAD (MPH1 CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 33.7 pef EDGE ZONE 75.6 p�F FIRST FLOOR 7T6 SQ.FT. 115E LIVE LOAD 45 pef 140 B G SEVERE TO HEAVY MODERATE II YES FIRM MAPS 40 peF 40 pef INTERIOR ZONE - 36.6 pef INTERIOR ZONE • 18.9 pef R-3 790 SECOND FLOOR - 815 5Q.FT. TYPE v EXTERIOR BALCONIES 60 8 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 L ATTICS WITH STORAGE 70 ROOMS OTHER THAN SLEEPING ROOMS 40 e SLEEPING ROOMS _ 30 STAIRS 40 - - -- -_ .-- ----- - -• _-- - -- - - - - -- - - - - GUARDRAILS AND HANDRAILS 700 OOD FRAME CHIMNEY WITH YNYL SIDING OPENING PROTECTION EiT SEE DETAIL SHEET FOR WOOD STRUCTURAL PANELS HIGH WIND CONNECTION PERSUANT TO 1609.1.4, SEE REQUIREMENTS FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET _ ASPHALT ROOF SHINGLES (TYP - wo TOP OF PLATE - - - LL' IFT Fl TOP OVUBFLOOR — — - - - - — - -- - IF TOP OF CEILING — - COMPLY WITH ALL CODES OF b NEW YORK STATE & TOWN CODES _ - OPTIONAL GRILLE6 AS REQUIRED AND CONDITIONS OF ® LLU SOUTHOLO TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES VINYL 512ING (TYF, N.Y.S.DEC TOP OF SUBFLOOR m UJ FLOOD ZONE_ TOP of FOUNDATION — — GRADE A COMPLY WITH CHAPTER "Q6" r- a LD rGE I � o -------- ------ I PREVENTION n/ — I I � SO��ODAMAGE,J i "irE. t'--., i---------------------------------------------------------------- - `r r _____________________ r PL UMBER CERTIFICATION E—NTENT BEFORE :3z 4 I CERTION FICATEOFGCCUPANCY IA a E - IL B" F.O FND WALL .___. -__ I -- ON '6' % B' P G. FTG Q ________ _____ _______________________ ___ TOP OF FOOTING — — �_.___-T. ___ ____ ____________________________ __�___: _____ _ -- O � � ___ _____ DER USED IN WATER _ ' ' SUPPLYSYSTEh/CANNOT ~ - --------- --- ----------------------------- FRONT ELEVATION EXCEED 7J100F1%LEAD. U O m w � 0 PLUMBING UNDERWRITERS CERTIFICATE _ ALL PLUMBING WASTE LL d WATER LINES NEED REWIRED LL_ TESTING BEFORE COVERING W I F DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION ENGINEER- HAS BEEN APPROVED. OF NEW y0 0. ML CONSTRLcnm SHAL. * e�� T Borg TOP of PLATE — — - - _ - E REQUIREMENTS OF THE y D OF NEW'YORK STATE 1 - - 'O 4gOfE ONT�..4� CERTIFICATION OF JEFFREY T. BUTLER, P:E� ,,LING d CONNECTIONS o k REQUIRED. LLI U •I m z TOP OF 5USFLOOR — — LU - u OP OF CEILING — — PANCY OR cl o I'0 OH -- - - _ - IS UNLAWFUL w >_ CONT /INYL - - - A EZ w SOFFIT (TYR) I HOUT CERT IFI FFTA OCCUPANCY ¢C 3 17 r 9' OLD LELIBL j V n N ® cn U, ® PRO E S NOTED p o *oP of suBFLooR — — 3 W u R ATE: B.P.1 99/ cn o l� CLI� a17 FOUNDATION — — GRADE E , - OOL O b �UO(l 1 NOTIFY BUILDING DEPARTMENT AT 0765-1802: 8 AM TO 4 PM FOR THE c ' o° FOLLOWING INSPECTIONS: 1. FOUNDATION I TWO REQUIRED ( < a IIS _ ---_-- --_ 1 FOR POURED;CONCRETE 2 — ____-_- 2. ROUGIH • FRAMING d PLUMBING 3. INSULATION / -- 4. FINAL,,- CONORUCTION MUST BE CQMPLETq FOR C.O. 5TEP FTG ----•- 30 DEG MAx -- T All COtfSTRUCTIION SHALL MEET THE y ` TOP OF FOOTING — — - -- ---------------------------------------------BEOUIRF.NERT.S_'9FTHECODESOFNEW 1/�\* J�fa_. .. SCE A T -----------------------------------------------------YORK-STATE.-NOT RESPONSIBLE FOR RIGHT SCE ELEVATION ION DESIGNOR CONSTRUCTION ERROR& � OF s i SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS OPENING PROTECTION BY -- -- - - - -- - _ _ -- _ - WOOD STRUCTURAL PANELS PEI TO 1609.1.4, SEE WOOD FRAME CHIMNEY w --_ FASTENING SCHEDULE ON WITH VINYL SIDING — -"_ _ '- - -- _._-_ - --- - "' - - _ - -' -' - -- --' DETAIL SHEET IN THIS SET - 1 ASPHALT ROOF SHINGLES (TYP) - --- — TOP OF PLATE 01 ATOP OF 5UBFLOOR ' "-' -'- -- '- -- - -- - - -- - � -- - — TOP OF CEILING HEJEF ® m Oui n -- _ --!El VINYL 51DING (TYPJ - -_ gp _ _ - - -- -- - — — TOP OF SUBROOR TOP OF FOUNDATION , I I I ' ' I I I B" PC FND WALL ON Ib" X B° P C. FTG, 0 I rL m O I I m — TOP OF FOOTING i ----- ---------------`-----`-------------------`-----`---------------------------------------------------- a m REAR ELEVATION m m X � x w :3 xZw • . m mQ 0 om a3: W do LL w W ,2 - - - - Q (3 TEB TOP OF PLATE — -- * W " l C _-_- ✓VINYL 51DING ITYP) 0 34 �� 17 JEFFREY T. BUTLER, P.E. Lu 0 TOP OF SUSFLOOR —L — - - _ TOP OF CEILING — — - - - - -- - -- - - w ° u LU o Q it } WOOD RAL W V PER CODE a U) u TOP OF 5UBFLOOR O W u TOP OF FOUNDATION — — O � m ° o ' � w I B" P C. FNP. WALL m ON Ib" X B" P.G. FTG � -- - 1 iL 30 DEG MAX TOP OF FOOTING — — ___ _____________________________________________ LEFT SIDE ELEVATION t 2 Of 5 55'G,. (i V vU�1 14, 7 I I" 7 tl' 181 0" 101 W. . ------ -----�` "BILGO" DOOR ' ,'�• I " • • '• •• `♦ y SIZE C, VERIFY" ------------. ---- V MASONRY OPENING • , ' I , _ ___ _ _ �• • • , 3-I 3/4' % I l/B" B.U. GIRDER � \• I 1 _ .• I „ FI I ' BEAM POCKET B"XIb" P.0. PILASTER '4" I9111" ' 1 `------------------- \ Z GROUT SOLID ITTPIGALJ • _ 1 I O i ,• • i 1 • LL EXCAVATED CELLAR � i UP ' I • tt 4" P.0 SLAB � y � i - v, a ON 4" POUROUS FILL ILL , w 1 _ I � �I • , I I ,B I M + z , ml I I ya — w I N 40 X 44' I I � W x 14" P.G. 6 T" 7'7" TV," 7'(," , 1 ml O FOOTING 1 N I I L . _F I• -13/4" x v /e' BEAM POS Bu GRCERI ` .• '• ,,, 1 % I' l/B �"I 3/4" X l/B" BIRp B U GIR ER I 4 % 11 Vtl — B.0 GIR 1.1 yr4' % II 1IB' B U GIR R ]- 1 71 .- 4— • yy// i I' \' • _ ' —1_ 1 S%14' / POCKET :COMPACTED i \ 1' +B' B U GIRD 3 I/T TEFL COLUMN GROUT SOLIp FILL p 1 ' 44"X44" POURED 5' II" i BEAM POCKET Z 4 + CONCRETE FOOTING r. GROUT SOLID O I w I U Q TYPICAL. F f i , I I ♦ I - o-1 1 t 1 \ + a 1 • u I a I u a �aI 1 - e , r i - p „i 6 �31 RN4 E i \ Q _ IS O • I • /// PI C C � 7 rvl Y Iri j - � - 14 ,I 1 ml T a QUI r UNEXCAVATED GARAGE Z w 1 • I CI w TECO ALL W W m • p ° • r m FLUSH CONN. I H i m l _-- 4" P.G. SLAB _ =0 _ __ j L - - - - - - ON 4" POUROUS FILL I • 1 m 171 b F J � m p PITCH TO O.H,D, I" IIP 1'II" 3'4" 14' v, ro N p , , Iui L 1 • I \ I I • � , I � 1 I L. 1p 1 1 � 7 tu 1- - i I 1 . 1 ' • I I I I µ I • i ' I I I • 1 • • - , In \ I Z LL I I I 1 ' I dw (13 In I � lR- ' m OPENING PROTECTION BY 13'2" B" 61111 A" L" 10" WOOD STRUCTURAL PANELS ILL PERSUANT TO 1609.1.4, SEE • u r FASTENING SCHEDULE ON II 34'II" ,3,K„ DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR GINEER: sW ry^ HIGH WIND CONNECTION REQUIREMENTS OF NEW 4" VTR 311 FOUNDATION PLAN SMOKE DETECTOR � INTERCONNECT PER CODE 07349'b V TUB/ TUE6/ , V ER 3' S O ER En'•U� ,,,J SECOND FLOOR FREY T. E3uTLER, 211 311 211 1 211 31 211 W o k •'------- RIDGE VENT u, 1 ---------- SHINGLE RIDGE�AP � �JJ I • IN H MAIN FLOOR W 'W- EXHAUST AIR- Z ° 0 0 2" 211 3" 2'I 2" FELT PAIF??�,fR ROOF SHEATHING CTYPJ 3" FAI 3 C.O RAFTER W U a U) u i c.o.c.o. 0 0 p p p ° 4 GpgT RSOANNITAR Y 9EPTIG ESYSTEM w o � HOUSE TRAP RIDGE B AM d �, ° ➢ cr RIDGE VENT DETAIL a 5 If PLUMBING RISER DIAGRAM (NTS) PAGE .- 3 of 5 - - m LIGHT i VENTILATION SCHEDULE: 5' a FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION ROOM PROVIDED REQUIRED PROVIDED REQUIRED (SQ.FT.J (SOPTJ (SI (5O.FT.J (SO.FTJ 2'u" _' T" 2'II" (i H" 2'0" _ _ FIRST FLOOR TI l" 76" 3'4" 3'4" I z'7" OFFICE 152 25.2 12.2 15.5 6.1 DINING ROOM 186 50.4 14.9 27.6 1.4 u BREAKFAST/ 642 65.2 514 404 25.1 KITCHEN/D.R. IS 2, STEPS AND 9 AIL PER COD SECOND FLOOR - Sq'T ERMATRU FRENCH D ARS, BEDROOM •2 120 21.6 9.6 11.9 4 B1 / 2-2X10 HDR. - i ? BEDROOM 113 112 21.6 13.8 1Le 6.9 2432 3 / ' m `-° I x '_113'_ 1152 -- ]J3/4'x111/$" UPSET N�'JR BEDROOM -4 - I82 21.6 14.6 119 1,3 ------- - u D.W. Ii ,'7110, 4 (;0„ GI. . ? pry 4 2" 4" IT J" MASTER IBEORIDOM 192 21.6 15.4 119 1 ' i BREA LFA5T U L ° OFFICE B11-CO DOOR n O i ei OIL HGT. I - I G B LHU O U SIZE G m o z $'d' CLG. HGT. 4 • _9 _ Oi I I -i u I _ PANT I r' SHOWER CLO. ! s I u Y a 5'0" CLG. I IGT, to,.Y (IZ \ LL _ KITCHEN m m IN B'O" CLG. NGT. a 4-2x4 OST I - m x4 05T �U14 pEF / I TO GI� TO DER TO GIF DER T 3 0"x 68" 1\� TED I BELO z i 2-2x10_ H_DR BEARIN/ WALL I _{ 2= _- " PLT, FL H SETTS 9 1/4" LVL ff. _ / - - - J (BETTER HEADER BEAM !62) TI L 11.. � tt6�� 1 I y � �� P.G. STOOP Z GO DINING ROOM O }0u� -y LO. " W BEARING WALL - . LL B O" CLG. HGT. ! Q 1 , _3 W' 6 8_ LIVING ROOM - T QB'O" CLG. NGT. O ._-. 111,01 (I _ S c.a.: - a _ 4 It- IS 0 I60 Ix 9 7ZERO- PREFAB, O CLEARANCE (� m I I nl 2 F'�' WOOD BURNING STO✓E ullm / ry19 k IV WITH 2O' HEARTH PER CODE NEPA 2I1, _ _ _ _ _ _ _ _ _ _ _ _ Q 0 PII IDE FRE6H AIR INTAKE 3- 3/4°x $" M.L. HDR. �1 AND GLA55 DOORS PER GODS I ry ! - \ m oil x ryl >'+ 1U /ERP16ZE - r I x 1 :,_ rO n , I� ♦Rr 13.0,E 4��11 TUI' 0 0 1 I�. 14'11" I 2p 1p' Lu Lu t Q r 301, 3052 `' 1 3052 3052 7 CAR GARAGE ! V h6 C J I6' O.C. F_ T x Z LL �pQ 5/B' F.C. GWBI ON WALLS - 1 U. Q tt AND CEILING PER CODE LL d COVERED STOOP - P.C. STOOPmI Im 1y - U X O lU m 7I .Te 22c �I .x�c R m 2 FIRST FLOOR PLAN i 2-2x10 PORCH POST GIRDER 6x6IDRNED � �ti � - LA,'.uoR PER DErAILs r' - LIVING AREA = 1340 SQ.FT. SrEPs AND RAIL PER CODE O L GARAGE AREA = 442 SQ.FT. W w FRONT COVERED PORCH AREA = S ! .FT. - SMOKE DETECTOR 31052 JU52 INTERCONNE T PER CO :)E 0 ENGINEER: NEW yp 12 p 12 WOOD STRUCTURAL PAENING PROTECTION NELS 2X12 RIDGE W $ $ - PERSUANi TO 1609 1.4, SEE 2X O RAFTERS FOX SHEATHING 2x4 C.T. ! 32" O.0 TV fi 01. 71' 78" 6 o" l'T" �'0" 13'k" 5'II" FASTENING SCHEDULE ON DETAIL SHEET IN THIS BET ASPHALT FELT SEE DETAIL SHEET FOR - - CONTRIDGE ROOF VENT INGLES - 1 34'11" 23'N" OfE99l' yI! HIGH WIND CONNECTION I REQUIREMENTS FFREY T. TLER, P TOP OF PLATE w 90 UNFINISHED `Z m , n 3 ° 3/4' 51-IBFLOOR T R-30 INSULATION LL.I } ° ° TOP OF SUBFLOOR � =" - II - - � Z O I TOP OF CEILING - e? �I 1 'AfJ I/2" GWB Z of 0 i It 5/0" F C. GWB I I < i II GWB J O d o" off 1 2X4 STUDS W U CONT J•NY� i , STUDY R-131N6ULd110N FL71 U SOFFIT 'TIP , { �� 1/2" SOX SHEATHING U) u m p / I1 TY/EK HOUSEWRAP GARAGE ANYL SIDING p p U.1 V ° 0 ry TOP OF 6UBFLOOR J y� ya 3,4 SUBFLOOR CL ° b = 1� TOP OF FOUNDATION 1 4" SLAB wl R-3o INSULATION,I AY -,L m 1 PITCH GRADE _ - - 2-2X6 COA SILL U o L AWAY Pion CELLAR I/IL ANCHOR BOLTB Q, FOUNDATION '' BILL SEAL p 2-I 3/4" X II l/B" H.L. HDR TERMITESHIELD TOP OF FOOTING BCONIC. FOUNDATION WITH STEEL 8'X16" CONS FTG ON PO FTG DAMPROOF BELOW GRADE " PAGE : SECTION A-A BLAB TOP OF FOOTING ( . . 4 11-4, SEE DETAIL SHEET FOR HIGH WIND CONNECTION 2'fi" 1/ '•' 8161, H'4" li 4" 2'(i' REQUIREMENTS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET A 3040 3046 ID(_F 3_04_ _3S_4r fi Cui 6m x Wp :na 00.0 12' 10" 7'11'" TI" II' N" BEDROOM •3 U j BEDROOM 02 � BOCLG. HGT. ° O EATH CLG. PGT, w m - CLO. CLG. HGT. NX BEARING WALL „4, 6 6" 4 2,6„ BEARING WALL BONUS ROOM rIBEALRINGWALL 63 CLO. CLO. 2-2XB FLUS IUNFNISHEDI 0 uU 5'3" 5'3" 3' 10" "o" ASTER BEDROOM B'G" CLG. -IGT 2XRIDGE Or 3_(ryDQU _ - - - — _ _ ° O m ° d4 1it �mo ii A ~ (u BEDROOM •4 O y v • • x BSO" CI-6. HGT. `-9 y _ d' _ CLO. n n z 11 ry � I - _ uO hull ii li ' i �>�1• -- __-_-.—_ _-- —moiTT1 3146 3111 3032 31141, 3046 2x10 Rlp 6. • m ° I Ul X Z w ii I- 6 m W m FLJ N 3'6' 6'0„ Th" T,8" 6'0. 3,6" wLL -x m ' 34'+" LL U.I A H- WINDOW AND DOOR SCHEDULE SECOND FLOOR PLAN ENGINEER: VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER h3 y WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 P51 LIVING AREA = 952 SQ. FT. PES NEW yo, AND TO HAVE A U VALUE OF .34 BONUS AREA = 318 SQ. FT. * ' QEv ' a&�.9** SMOKE DETECTOR x t PRODUCT CODE SIZE HINGE DIRECTION REVERSED SHUTTER SIZE TYPE COUNT INTERCONNECT PER CODE u, , t►ttCt�Ca 1892 1' 9 5/8" x 5' S 1/4" N NA 2' 4" x 5' 10" WINDOW 5 -JEFFREY T. BUTLERWN, P.EJ 2032 2' 1 5/8" x 3' 5 1/4" N NA 2' 6" x 3' 10" WINDOW I 5 V m Z 2432 2 2 10 x 3 10 ' 5 5/8" x 3' 5 I/4" N NA ' " ' " W WINDOW o (;l m ° " o � 3032 3' 5/0" x 3' S I/4" N NA 3' 6" x 3' 10" WINDOW v o W Z 3046 3' 1 5/8" x 4' 5 1/4" N NA 3' 6" x 4' 10" WINDOW II Q 3 m 3052 3' 1 5/8" x 5' 5 1/4" N NA 3 6" x 5 10" WINDOW 8 Q J I W U 3052 3' 1 5/8" x 5' 5 1/4" N NA 3' 6" x 5' IO" WINDOW U) 0 2432-3 �' 5" x 3' 4 7/8" NNN NA B'O' x 4' O" WINDOW O W >< 0 2&52.2 5 T 5/16" x 5' 4 1/8" NN NA 6' O' x 5 10" WINDOW o a ° 9 STEEL ENAMEL OHD 12, O" x 9' O" N NO NA GARAGE I 36X80 COLONIAL INSULATED 3' O" x 6' l 1/2" YES NA DOOR 3 0. n 36 X 80 COL F.C.S.C:INSULAT 3' 0" x 6' 8" R YES NA DOOR I THERMATRU GLA55 5' O" x 6' 8" LR YES NA DOOR PA UTILITY 2' 0'5" x 2' 8" N NA 2' 4" x 3' 0" WINDOW 4 S FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.C. ,. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 7-I0d NAILS GABLE END TRUSS FASTENER SPACING W a 2 FEET 4 FEET 6 FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN n FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET ( B FEET F u N Q W it U O ii li '///�/ 2IR" �6 16" I6" W WOOD SCREWS 17" 9" U 10-Bd a l I[] 7 I/]" .e it"' ED "EWS \ ��\/\N\/ H/3 BUT NEED NOT H Ed COOLER NAILS AT 10" O.G. NAILS a 0015 TABLE BASED ON A MAXIMUM WIND SPEED (B SECOND GUST)6" 17" OF 130 MPH AND EXCEED 40 FT. MAX. MEAN ROOF HEIGHT OF 33 FEET OR LESS. 7'k4" BLOCK NAILED TO EACH 6. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. HR BUT NEED NOT BRACE WITH 4-I0d NAILS EXCEED 15 FT. MAX. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS, GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VI1BRATION-RE918TANT ANCHORS HAVING A MINIMUM A 5d COOLER NAILS AT l" O.G. 70 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) i 10-Bd NAILS AND A MAXIMUM OF B FEET (2430 mm), 0 m T. PANELS SHALL BE PRECUT TO GOVjiR THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. g. TABLE FROM SBCGI - 1999 EDITION. FIGURE 8403.1.1. 1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3.6a) m _ n 0 TOP PLATES EXTERIOR OR BEARING WALL tg m ENDWALL JOIST - STUD A A NOTCH GREATER THAN SOk OF THE PLATE WIDTH BLOCKIN BLOCKIN , BORED HOLE MAX GYPSUM BOARD DIAMETER 60k T� 16d NAIL AT 24" O.G. , OF STUD DEPTH 16 GAGE /0.054'7 AND 1.5" WIDE III.'®III I4 METAL TIE ACROSS AND TO EACH SECTION A-A 5/9" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE (((' -� 5/5" MIN. TO EDGE WOOD STRUCTURAL PANEL z LL FLOOR BRACING AT END BAYS WITH NAILNG SCHEDULE ANCE NOTCH MUST NOT EXCEED Bd NAIL AT 6" O.C. IN LIJ TOP �LAtES ,ALL PANEL EDGES) !TABLE 3.1, WCFM HIGH WIND EDITIONI r r 401L OF STUD DEPTH (WFCM FIGURE 3.6b) Bd NAIL AT 12" O.G. ON ALL N X aD PIPE FRAMING MEMBERS NOT AT 'V (v _ PANEL EDGES i Q m BORED HOLES SHALL NOT (a) OUTSIDE CORNER DETAIL �-- XO 3 BE LOCATED IN THE SAME Bd NAIL AT 4" O.G GROSS N STUD OF GUT OR Z NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING GYPSUM BOARD w o Bd NAIL AT 6" O.G (ALL PANEL EDGES) 0- rn NOTCHING AND BORED HOLE LIMITATIONS 2" MAX. U- NAILS BASED ON LL SHEAR WALL REQUIREMENTS 1� 1 OR INTERIOR NONBEARING WALLS liJ A WOOD STRUCTURAL PANEL CWFCM 1995 SBC HIGH WIND EDITION, 3.4.3.1. 1) INSTALLED IN ACCORDANCE I6d NAIL AT 24" O.O. WITH NAILING SCHEDULE ENGINEER: DI CEILING (TABLE 3.I, WCFM HIGH WIND EDITION) DIAPHRAGM CENTER 2x BLOCKING RAFTERS AND CEILING REQUIRED `bN SHEATHING JOINT Ed NAIL AT 6" O.C. ON ALL ,PyO NEW y0y JOISTS OR APPROVED FRAMING MEMBERS AT PANEL 0 0y BL EDGES AND 12" O.G. ON ALL l ROOF TRUSS ON WOOD STRUCTURAL PANELS ✓ FRAMING HET10ER9 NOT AT �� A„ 9 ON GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS PANEL EDGES 25 1 W TOP PLATE SECOND STORY TOP PLATE- (FJ) INSIDE CORNER DETAIL SEE DRILLING AND �p 1/3 B� (�� NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING p9pFE 1oNP°.•• JOIST 18BE PEROTCHE TO PREFERRED METHOD EXTERIOR CORNER FRAMING t .r.<<` BE CUT OR NOTCHED TOP PLATES FLOOR J015T- BETWEEN THESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E. SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS m WFGM SECTION 3.3.1.11.1 WFCM SECTION 1/3 SPAN 1/3 SPA a �� JOIDT ENDS TO BE .1 Z STUD O i BLOCKED AGAINST WALL WALL ~ ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4" WAL <� 4" 4" Lu ) WITH WFGM 3.3.1.3-END RESTRAINT BORED HOLE MAX FOR BLOCKING AND 3.3.1.4 BRIDGING uJ TOP PLATE BAND JOIST AND BRIDGING � � - N Or STUD DEP40%TH OR BLOCKING SEE WFGM SECTION 3.3 x W (v e of sruD DEPTH ,ue T 3 � y ary 5/0" MIN. TO EDGE BEARING E-OR PLE s DS-i TTPI AL 71" CLEARANCE 30" //'� K m}!�] p WALL CONNECTORS 1 CD Q M I HEADER 34' OLEA ANOE 5/8" MIN. TO EDGE A A REQUIRED IN FRONT OF Q OPENING O LAP JOIST 3 IN. MIN- LAVATORIES BOTTOM PLATE ~ NOTCH MUST NOT EXCEED BAND JOIST 0 0 TER NO25% H SND DEPTH OR BLOCKING FULL LENGTH CLOSET OWER 7 NOTCHED SHALL NOT BE SILL PLATE JOIST' HEADER STUDS WALL STUDS WALL m LOCATED IN MIDDLE ONE-THIRD i OR BIDET IS W IS" WALL m OF STUD LENGTH � NOTE O D 0 IF HOLE IS BETWEEN N40% ST AND 60%ST I OR BASEMENT SUBFLOOR UPLIFT CONNECTION ID R QUIRED U z _ __ AT EACH END OF HEADER AND Q BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD RUST BE ----------__"_______ '€--"— 0 R FOUNDATION TUB DOUBLE AND NO MORE THAN TWO B03,T—TTOM OF—Ai=ApEp 9Tl1DS IN BE LOCATED IN THE SAME '� QI �t ADDITION TO-.00lEADER ST AT SUCCESSIVE STUDS ARE DOUBLED CROSS SECTION OF GUT OR N UPLI I WALL STUDS AND AT TOP ANP AND 90 BORED NOTCH IN STUD R��M11R� 00OM OF CRIPPLES 21" CLEARANCE 71" CLEARANCE A A NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING B1EARMEDIA L UB EARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PACE: 199555C HIGH WIND EDITION, 3.4.1,1.1 WATER CLOSETS CONNECTIONS FOR OPENINGS FIGURE 8301.2 Of 2 MINIMUM FIXTURE CLEARANCES w The design or this structure is based on the prescriptive approach using the GENERAL NOTES. 120 MILE PER HOUR ZONE - NAILING SCHEDULE g yP p p PP 9 1 Ali work shall be performed in accordance with all state, TABLE 3.8 WFGM HIGH WIND EDITION) Wood Frame Consinnaion Mewel, High Wind Edition (WFGM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF 5HEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association (1995) having jurisdiction and best standards of construction ( MPH 3-SECOND GUST •b0 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.3L) Non-structural theClimatic c and Ge are based upon The New York Stale Residential n covCodeer sheet. et.2003 (TABLE 3.1, WFGM HIGH WIND EDITION) For the Climatic end Geographical Design Coterie, see Table R301 2(1 J on cover sheet TeApractice All non-engineered lumber to be Douglas Fir#2 or baker The American Institute of is Architects Conditions shell apply SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING to all work performed on robs project Wind Limllall a-Section 3301 2 1 2 The Contractor shall verily all conditions at the site Any �, I SEE NOTE U INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design ng Schedule For R301 2 1.1 (nee Table R301 2.1.2 for Wind-Boma Debris Protection discrepancies must be brought to the afternoon of the Engineer (SEE NOTE 3) 6NCHEB, O.C.) Fastening Schedule For Wood nlmdurel Panels) pnor to commencement of construction The Contactor shall be E 6 (SEE NOTE 3) ROOF FRAMING Dead Load-Secbon R301 3 responsible for corrections not reported once he has started work 4PERIMETER EDGE ZONE 16 Ir • Live LoadSectionR301 4 except for hidden job conditions F 6 ?SEE NOTE 3) RAFTER TO TOP PLATE /TOE-NAILED) 4-06 PER RAFTER Light and VenWaUon-Section R303 3. Contractor shall guarantee to the Owner that all materials and Minimum Room Areas-Section R304 equipment incorporated In the wank will be new, and that all work INTERIOR ZONE 16 E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-ad PER J015T Ceiling Height-Section R305 Sanitation-Section R306 will be of good quality, free from faults and defects for a period F 12 (SEE NOTE 2) CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) 9-I6d EACH LAP Tmlet Bath and Shower Spares-nactian R307 alone year from the date of the final Cedifnale of Occupancy TolerBathnGlazing-Section R308 4.The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 41 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-I6d EACH LAP Garages and Carports-nedlon 8309 methods, techniques sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Emergency Escape and Rescue Openings-Section R310 precautions and programs In connection with the work.and he F DOLLAR TIE TO RAFTER (FACE-NAILED) 6-Bit PER TIE Exits-Section R311 shall not be responsible for the contractors failure to deny out E • NAIL SPACING AT PANEL EDGES (IN 1 the work in accordance with the construction documents The BLOCKING TO RAFTER (TOE-NAILED) 2-ad EACH END LandmgsSechrn R312 Engineer shall not be responsible for the acts or omissions by F = NAIL SPACING•AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD IN.) Ramps Section R313 the contractor No changes shalt be made In the documents RIM BOARD TO RAFTER (END-NAILED) 2-16tl EACH END Stairways-Secbon R314 andlor the building as designed wlihoul the expressed written I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING Handrails-Section R315 consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, Guards-Section R318 5 The contractor and all subcontractors shall maintain continuous •° TOP PLATE TO TOP PLATE (FACE-NAILED) 2-166 (SEE NOTE U Smoke Alarms-Section R317 g g statutory p (Worker 2. T ULATED 12 INCH O.0 NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER)TRUSS FRAMING PER FOOT Insurance coverage Includin stelum policies Foam Plastic-Section R316 Compensation, on a and generale liability In an mount nor •• Simpson Strom -Tie TOP PLATES AT INTERSECTIONS (FACE-NAILED) a-I6d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 less that E5 million and automobile habAlly and damage MEI"�ERS WITH Gl0 49 FOR FRAMING MEMBERS WITH O 42rGi0.49, THE NAIL SPACINGS SHALL BE p g Insulation-Section R320 coverage not less than E2 million The Engineer shall be RE9,CED TO b INCHES O C MT530 OR MT812 STUD TO STUD (FACE-NAILED) 2-led 24" O.G. DwellingUnit Separation-Section R321 M abne Vapor Retarders-Section R322 a named insured o aluminum any antl all policies .d AT EACH ROOF RAFTER p i6.n ulatioe0allpentermite shields over fibrous 3.MEMBERS WITULATEDH 6INCH O.C. NAIL SPAMING)NG ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-I6d NAILS AT HEADER TO HEADER (FACE-NAILED) I6d Icy' O.G. ALONG EDGES Protection Against Decay-Section R323 insulation at all perimeter sills MEMBERb WITH G20.49. FOR FRAMING MEMBERS WITH 0.42Kst0.49, THE NAIL SPACINGS SHALL BE Protection Against Termites-Section R324 7 All wood in contact with concrete or mason to be Wolmanized REDUCED TO 4 INCHES O.G. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2.4 STUD Site Address-Section R325 masonry i Accessibility-Section R326 or pressure creosoted o 3-Ibd PER 2x6 STUD B A single station smoke detector alarm device shall he Installed 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Section R327 in each bedroom, on all floors and shall be all Interconnected per code MEMBERS WITH S30 49 FOR FRAMING MEMBERS WITH 0.42CSTtD49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER 4-I6d PER 2xa STUD 9, All bathrooms without operable windows to he mechanically ventilated n Fesign based u apter4 as per New York State Code REDUCED TO 3 INCHES O.C. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6d f4EE NOtE 121 PER FOOT Design based upon presumptive)consult begging valuesofsandy gravel and/or gravel p n ex pounds 10 Heating to be designed to provide 70 degrees F with outdoor CONNECTION per square foot Contractor m consul)Engineer if different loll materials are!rand upon excavation, designed air-temperalure of 0 degrees F and 15 MPH vend FLOOR FRAMING or last hole,for alternative fooling and foundation wall design 11.All electrical work to be m accordance to the rules and JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOISTregulations of the N Y.B F U and a N Y B.F.U. certiflcele Is 51mpeon Strong-Tie Foundation Notes to be presented to the Owner at the completion of the job, MTSI2 - 16" O.C, BRIDGING TO JOIST (TOE-NAILED) 2-ed EACH END 'R'Anchor Bolls(SSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply with Slate and Loral codes USE 4-8d NAILS r 8"poured concrete foundation wall.S,^9"high, 3000# test and the sewage disposal system to meal Health Department standards, BLOCKING TO JOIST !TOE-NAILED) 2-ad EACH END Minimum deplh-Section 4031 4, 48'minimum coverage to top of footing 13 Do not scale drawings Use figure dimensions only AT EACH STUD 16"x 8"poured concrete wall footmgs, 3000#lest 14 All work tole drawl to the rules and regulations of the New York BLOCKING TO 51LL OR TOP PLATE TOE NAILED) 3-166 EACH BLOCK 2-1 ',"X 11 7/B"Morrison Girder(or 3 K"x 11 7/9"Power Beam) Energy Conservation Construction cl Code All glazed area la be double 4"poured concrete floor slab willh fix6x#10 mesh and vapor hamar Elated and all cation doors to have Insulated cares LEDGER STRIP TO BEAM !FACE-NAS-ED) Sled EACH JOIST Damp proofing at exterior/Dumfound below grade-Sedinn R406 I5 The and all lion protectors as have ?led on these plans exceeds i0 30"x 30"x 12"deep poured rationale column footings 3000#lest the Code's minimum standards. ti J015T ON LEDGER TO BEAM (TOE-NAILED) 3-Bd PER JOIST Deck and porch footings as noted, 3000#lest, 48'minimum buried depth L Foundation wall to extend a minimum o!9"above finished grade 16 These drawings and Specifications are instruments of servne and p BAND JOIST TO JOIST (END-NAILED) 3-I6d PER JOIST shall remain the property of the Engineer whether the project for 1 All footings to be Warded down to undisturbed soil which they are made is executed or not They may not be used O BAND JOIST TO SILL OR TOP PLATE iTOE-NAILED 2-Ito (SEE NOTE ') PER FOOT No footing shall be set higher than a 30 degree angle from any other footing on any other project except by written authorization of the Engineer Pour no concrete on frozen ground or in freezing weather IT The engineer has not been retained for site supervision on-site �' • m ROOF SHEATHING Provide 3%"steel laity columns Inspections and codifications as required or requested by the owner, i. Backfill shall not he placed against the wall until the wall has sufficient strength and has been contractor or local building department STRUCTURAL PANELS ad ?SEE TABLE 3.a) anchored la the floor above, m has been suffioemby braced to prevent damage DIAGONAL BOARD SHEATHING by the backfill(Section R404 1 71 UPLIFT-CONTINUOUS PATH CONNECTORS 0 1"x6" OR 1"xB" i-Bit PER SUPPORT Floors-WFGM Prehall be nail Method USE O PSON STRONG-TIE CONNECTORS Floor framing shall be nailed In accordance with Table 3 t WFGM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND "AO" OR WIDER 3-Bit PER SUPPORT Draftsfopping-Section R502 12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT p w Flreblocking-Section R502.13 CONSTRUCTION CATALOG C-HW02 CEILING SHEATHING Floor Construction. ANCHOR BOLTS IN FOUNDATION USE ° GYPSUM WALLBOARD Ed COOLERS T' EDGE / 10' FIELD %'OSB plywood subfloor,faslen per Table 3 1 WFCM LTP4 - R O.G PYw P NOTES WITH BEARING PLATE, BEE FOUNDATION 0 WALL SHEATHING Fastenp per Foundation3.1Wiand Floor Plans,spacing as noted NOTES FOR SPACING AT EXTERIOR . . Fasten per Tehle 3.1 WFCM PERIMITER AND Simpson Strong-Tie 2-2x6 CCA sill with termite shield and sill seat SILL PLATE TO RIM JOIST USE STRUCTURAL PANELS 8d (SEE TABLE 3.9) Finish floors per agreement LTP4 16'O C.AT EXTERIOR PERIMETER GARAGE/HOUSE ,1 MSTA36 - I6° O.C. FIREBOARD PANELS AND GARAGEIHOUSE COMMON WALL COMMON WALL USE 4-8d NAILS X Wall ConsVudlon-WFCM Prescriptive Method USE 4 Bid NAILS AT EACH END USE 4-8d NAILS AT EACH STUD Q LL VI6" 614 d 3' EDGE / 6' FIELD Wall framing and finishing shall be nailed and or screwed in accordance with = Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE AT EACH END W IN x0 x- 25/32' ad 3" EDGE / 6' FIELD 1X6 Pine fascia wrap SSP CONNECTOR AT 16'0 C J m Overhangs as noted USE 48d NAILS AT EACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS �. O GYPSUM WALLBOARD 5d COOLERS T" EDGE / 10' FIELD Vinyl vented soffits Aluminum See Elevations loaders RIM JOIST TO CONNECTION USE. RIM JOIST TO STUD CONNECTION HARDBOARD ed (SEE TABLE 3 9) AlumSee Elevations d) Siding MTS 12, 16"O C PARTICLEBOARD PANELS ad 15EE TABLE 3 9) Tyvek housemaid USE 4 8d NAILS AT EACH END (A a :S OSB sheathing see fastening schedule, Table 3 1 WFGM 0 .-Btl PER SUPPORT 5/8" se% GINS,board arae MST#36. 15 DOOR CONNECTION USE DIAGONAL b BORRDaSHEATHIN' MRGWBnwela gas p FLOOR gtlOA OC 12 X W o % Studs o c with X ends a0 double % ala SE 4 �" � t�pp ILS AT EACH END 1/2" SPACING BLOCKING AT fO Z l0 FOR CANTILEVER CONDITION USE MTS12, 16" O C —� 'xl0" OR WIDER a-Bit PER SUPPORT At least one window In each sleeping room shall comply with the exit re uirements of sector, R310 0 24" O.C. ALLOWS USE 4 ed NAILS AT EACH END ALLOWS ry Hole drilling and notching limitations In figure R602 fi(1)for bearing walls HOLDDOWN � 6 t0 ' FLOOR SHEATHING and figure R602 6(2)lar non-bearing walls. HOLDDOWN Follow odedr or corner framingdetail figure R602 10 5 RAFTER TO STUD CONNECTION USE INSTALLATION SIDEWALL INSTALLATION (�/ 4. til STRUCTURAL PANELS MTS 12, EACH ROOF RAFTER {1�' vq USE 816d NAILS AT EACH END FI- I" OR LESS ad 6" EDGE / 12' FIELD Root Assemblies WFCM Prescriptive Method Asphalt ship shingles shall have a minimum of six(6)Iasleners per shingle(section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong-Tle ENDWALL 0 lj�j-j GREATER THAN I" ICE 6' EDGE . 6' FIELD Undedaymenl application (Section R905 2 7) CS20 USE 8-8d NAILS IN EACH END MT512 4L1 For roof slopes of two(2)units vertical In tmlvdl12)units horizontal(17-percent Slope), AT EACH ROOF RAFTER DIAGONAL BOARD SHEATHING up to four(4)units vertical in Iwellve(12)units horizontal (33-percent slope) undedayment AT EACH STUD HOLDDOWN o o O w shall be Iwo(2)layers applied In the following manner a 19-inch 483 man strip of DECK POST TO CONCRETE CONNECTION USE (PI4D5) CORNER STUD !"x6" OR I"xB" ed PER SUPPORT I 1 Y- PP 9 APPY ( I P O undedayment fell parallel with and sterling at the eaves fastened suRcoently to hold In place. PBS44A FOR EACH POST USE 14- 16d NAILS CONNECTED TO - ENGINEER: t"x10" OR WIDER 3-Bit PER SUPPORT nlartmg at the cave,apply 36-inch-wide(914 mm)sheets of undedayment, overtopping i o successive Sheets 19 inches(483 mm), and fastened sufficiently to hold in place TRANSFER SHEAR O DECK POST TO GIRDER CONNECTION USE O NAIL COMMON For roof slopes of four(4)amts vertical m Marvell 2)units PC" FOR EACH POST o NEW YJ NAILING Wbil HEA CA ACTIE ON WALL RBMIRING NAILED 6" ON{ENTER 4T ii4E PANEL EDGE. Ic BILE SHEATHING ALTS IS TE CCN E TCRS, TER 4T THE AR FLEL EDGE HOLDDIOWN NAILS AT O O,G- Q, TO OBTAIN NI(aHBt 611E4R GAFAC TIEe, NAILING REWIREYETTB FOR SiRLiiURSL nEMBFRS SHALL BE DO.10LE: OR ALTERNATE CCNNEOiCRS,5U_H G5 SHEAR P-LTES, I O O Ice Protection Inchon R 905 2 7 1) (PHD5) 9 QFV T Bpd 'f SHALL BE usED TO MAINTAIN THE LOAD PATH GIRDER l E DECK JOIST CONNECTION USE. Undedaymenl In High wind(Section R 905 2 7 2) MTSI2 fit EACH JOIST ID 1 WHEN WALL SHEATHMG le OONTINOIXIS OVER CONNECTED "EMBERS THE TABULATED NUMBER OF #ALS SHALL BE P'ERMP'ED TO BE REDUCED TO i-A6 NAIL PER FOOT Flashing(Section R 905 2 6) ® CORNER STUD * W to -2-I6d COMMON � Chimney's antl Flrespeces-Chepta 10 GIRDER TO DECK JOIST CONNECTION USE. NAILS AT 6" O.C. O CONNECTED TO r (' Energy Ef6cency-Chapter 11,see attached repair MTS12®EACH JOIST O , TRANSFER SHEARMachanizai-Ch .ti or General Mechanical Systems-Chaptery13 uA PORCH POST TO DECK USE. (TABLE 3.2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Chapter 14 2-ADA -USE 14 16d NAILS • �� Exhaust Systems-Chapter 15 BILL OR TTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE 2-AC4 I{ -- �C�e� Combustion Ao-Chapler 17 USE 14- IEd NAILS �.1ttFREY T. BUTLER, FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 1E - ANCHOR BOLT CONNECTION Plumhmg-Par ll PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- SUPPORTING EDGE NAIL SPACING (IN.) (V2" ANCHOR BOLTS) 1 3/4" MINIMUM MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, -, B SILL PLATE TO FOUNDATION I STORY 46 L CANTILEVER CONDITION (CRAWL SPACE BASEMENT) 2 STORIES ALL 23 I� BP �, It- 3 STORIES 15 AND WINDOW AND DOOR OPENINGS �— m UJ .� WALL BOTTOM PLATE TO FOUNDATION -2 STORIES 3 19 (WFCM FIG=URE 3.1a 4 4,1b) LU 1 1 (SLAB-0NGRADE) 6 36 • x • Q rt 5lmpeon Strong-Tie z i NOTE: MAX 12 FRO EACH CORNER AND EACH SPLICE PROVIDE BEARING PLATE By 51nP50N SEE DETAIL 4„ U210 2X6 ° I r c AT EACH RAFTER !A Q W Simpson Strong-The le d 4-I0d x 1 1/2" v, r R N (TABLE 3.9 WFCM HIGH WIND EDITION) .moi AC4 - NOTE J E_ V) r - WALL SHEATH'NG ATTACHMENT REQUIREMENTS FOR WING LOADS AT EACH P05T ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAPcs2o USE B-Bit NAILS Q 1120 MPH 3-SECOND GUST . 100 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.37 SEE PLAN WITH 2-I/2' X 5" LAG BOLTS AT 16° IN EACH END AT Q y 5HEATHING LOCATION STUD SPACING STRUCTURAL 5HEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER (Sff NOTE V 'INCHES O.Q.) OR PANEL SIDING FOR 8d COMMON NAILS 4 4 I�� Q O (SEF NOTE 3) ?INCHES, O CA- . • 4 E 6 Simpson Strong-Tie b - U210 2X6 4' ELY.aE ZONE Ib P 12 (SEE NOTE 2,1 AT EACH CEILING JOIST - T T b INTERIOR! ZONE IS E 4-I0d x I/2" RAFTER , 4 ° c 12 d E • NAIL SPACING AT PANEL EDGES iN.) -r F • NAIL -SPACING A- INTERMEC ATE 5,PPORT5 'N THE PANEL F ELL 'N,1 t 4 4 Simpson Strong-The ' 2" MINIMUM U21C 2X6 o. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EGGS ZONE AT-ACHMEN- SIDECOVER RIDGE BEAM REOU REMEtiTS SHALL BE USED .j:} AT EACH DECK/PORCH J015T PAGE :w SimpBon Strong-Tie �(rI� 2L TABl4LAT® n MCH O.C. NAIL BPI!ING- ASS.4MES 5HEATHING AT-ACHEL -O 51JD =Rdf TNG PBS4 4 / 4-IOd x I/2" AT EACH POST FOOTING Simpson Strong-Tie /� ///�� /r� `tEMBERS 'Worel Gj0.49. FOR PRAM NG MEMBERS WITH 0 42SGSO 49 THE MIS SPAC NGS SHAD i - / O� L - / BE REDUCED TO b INCHES, 0 S ssTB2e WITH BP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL PORCH COLUMN CONNECTIONS L'NEGTIONS ANCHOR BOLT DETAIL LEDGER CONNECTIONS 3, FORENTER^OR PANE. -SCi\G GAL VAN.4PL BOY NA.S 5-:AL_ BE P�-^IT'EL 'O 3E brBJ:-'.,'ED FOR COMMON MILS. b,y.. 18" RND X 42" DEEP POURED CONCRETE/PIER ` L_INE OF PORCH ABOIE^ ` ' ` ON 20 X 10 DR FTG ------------ ----- ------- COR TO UNDISTURBED SOIL) ' REVISION (/14/03 I�°�A GTR°ER �'-}' 'R° B ' wlTu 6xro CCA Posr 14'0" 1 ANCHOR O FTG. L) .1 55- 611 1 13'9" 1'8" 2-0" 68" o- TO" 1' 8" 27'9" Iw 1 > T 11° I7' 1" 1018, -I t , ZI oI Ig �I ' 1 1 / / .=x=_EDGER Gc__o__.-- ``�., 'w --------- ______ 512E C, DOOR .i wi 2 J ' L• 1 SIZE F VERIFY - / ♦ r + -------------- ____-- 1 BI"I MASONRY OPENING O F, ----------- _______ ______________ ___ • 1 ' ♦ - ,A r "• 3/ ll GIRDER _ _______________ _____ . -- ♦ ' \ ' - � 1 1 GROUT POCKET B"%I6' FI PILASTER ' 4" 19'0" '• ♦------------------ SEAT v /TYPICAL) I ' • r 11 i ____ __ _ __ _ --- UP _uP ly � i i • R EXCAVATED CELLAR ' 1 � , '^ ' b 1 u a 41. P.C. SLAB \ h ` ---' I, ' m i r 0 d ON 4" POI FILL --- ---- -- - , 614 I UY K W u , 1 1 �• m 49" x sa" x L" P.c. B7" 71711 716�� 7 6 _ _____' r ' FOOTING __ _ 1 1 _ — ]- 3/4" 1• , 1_ 1 ♦ ., R• - r• ' 111 7U - - 1 Ila4�' XII B" Bl1. GIRER 'I Xll l/B" BII GIRDERi ________ , ' -- _— _ -- - '___ 1 SEAM POCKET 1 i iCOMPdGTEDi R i a r- 0 /B" BA GIR R 3 I'Ti X II l/B" B.U. GIRD' R ]-I /4' x 11 l/B" BL SIR CONCRETE STEEL COLUMN GROUT 60LID , FILL io \♦ Y -- 1 m Z I COQ ETE POTTING = IS'0" 1 1 \ 1 1 3 URED 4 • , ' • 1 FOOTING BEAM POCKET U I Q (TYPICAL) 4'Tn ; : ' 7' 111 vl ' •/� GROUT SOLID w � '/ w Q o 4 w>I i .. � 60• 1 • _^ ..`�• r • -1 .. �. r ___,, ♦r m = m - no ___•_ •' a IL ' u a Om .___, .__ ____________i.____________ 1 , 0 � O u a 1 . 1 14' 8" 1 �^ FE URNA E , • rl •i 0. N C 61 Ir - z w r UNEXCAVATED GARAGE a p ? a m r 0 u 4 1 • ___ 4' P.C. W U JI TECO ALL I ', T m ON 4" POUROUS FILL I J, 9 r V r • i m FLUSH CONN. L _ _ _ _ _ _ 1 m PITCH TO aH.D X o , IT 10" 4' 0° 31'1n 14' x° mo ' Q rl i + � i 3 __________ _____ ________ ________i_ ______________________________. 1 ______ _ T r o 1 1 ':7 �— Q W � T ' _ >_ Lun' N O o ' � �_ 'i ♦ i � i i - LL' Il- Nl LL • ' r r _ i i W cl , , •--� -P � _ • I , I I \ I ENGINEER: 1 1 IVEOr ___________________________r____________ ----_------ r \ 1 a ,;ti 5i4 Ey F 6 yJy It 1 1 1 1 4" VTR 1 OPENING PROTECTION BY .- ',•^� F 31 ,________- 13' 10" WOOD STRUCTURAL PANELS --•- 8�1 6� 8�1 8' FASTIF ISNEET INr N THIS ET 1312" 1PERSUANT TO 1609.1.4, SEE 1 ________- slora Qq•a° I , V Tui/ TUB/ 1 V 34'0" JJ' 8" JEFFREY T. BUTLER, P.E. ET FOR ER 3I S O ER a G14 SEE WIND COET FOR NAIL NECTION Iff 54' 8" RESEEQUIREME�ALNTS W " 7 SECOND FLOOR U ' 2i 9 2„ 211 31 211 Z m 11 _ � • w FOUNDATION PLAN o Imo_ _ W o 0 SMOKE DETECTOR r o Lu !w, B INTERCONNECT PER CODE Z ur m MAIN FLOOR Q 2 2" 211 3.1 2" 211 cL• I FAI RIDGE VENT CL m SHINGLE RIDGE�AP fA 0Lu s p N pR �p EXHAUST AIR ca Y 411 Gqg RSpANNITARY 8EP7OIC SYSTEM FELT PAPR ROOF SHEATHING (TYP.) 0 o . I I-IOLiSE TRAP O - 0. � yy RAFTER 3 u PLUMBING RISER DIAGiRAM (NTS) RIDGE B AM PAGE , RIDGE VENT DETAIL a2 8 MR - - - LIGHT < VENTILATION 5GHEDULE: rj FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION ROOM /Sp FT1 PROVIDED REQUIRED PROVIDED REQUIRED ar (6p.FT.) - (6p.FTJ (6Q.FT.J lSQ.WJ 1 2'(1" 15,P 'c'U" 6 8" 2' FIRST FLOOR - 0" 29'5" 2-2" 711" TV 3'5" 3-3" IT 7" 6'8" 10'3" „ OFFICE 161 253 12.2 13.8 6.1 DINING ROOM 106 50.4 14.9 31.6 1.4 • BREAKFAST/ KITCHEN/D.R. 51 R. 641 08.2 61.4 48,4 25.1 REVISION 1/14/03 130 SQ. FT. LINE OF PORCH FLOOR COVERED PORCH x, p,Br T1 — _ -T– SECOND }k6 G.J. . ' BEDROOM •2 110 8.6 9.6 11.9 4.0 BEDROOM m3 112 21.6 13.8 11,9 6.9 u I }ktl R.R . 16" O.0 I ?%9 R R. . 16" O.G ' BEDROOM a4 181 11.6 14.6 11.9 l.3 � I .. rI , w MASTER BEDR OM 192 21,6 15.4 11.9 1.l D I N tt U z O N ") RR310.1 h.11 ha cpa HH bm 411 emergency ev.r 51 end ramue ' IX opening. meu ha�a a mlmram neI clear opening �r 5 2 .quare roet ro 53o @ COVERED PORCHI ^'}r � � 5/4" X b DECKING W I a v E.CEPTION Grade rlocr opsninga .Fell ha, a m,nlmur net ..ear I U '� apening or 5 pmare race 10.415 m21. i 4 5'O" THERMATRRFRENCH DOORS 3 + RR310.1.2 MWmum o em hal Ft. The mlmnum n.r clear 0 1n Fel M 2_ AI F ^9 9 p•n 9 9 _ I;y" 2X1 HDR. shell be 24 Incbo(CIO am). _ RR310.1.3 Mlnlaum 000'l, aldrn. The mlmma. ner clear opening width 2432-3 2032 3052 Tv 1 n .hall ba }P archer 150. mm/. ---- 1 !3/4Mr T/TP9ET 14R.510bR R a 2T 1 U" 1 i � h�U„ h > p fi" .. pe.auona rona.elm.. Emergency e.�ape and .e.rue `_'_`_ � � D.W. I ' openings.hm1 be op•rmmml nam we lnalda or the room wnhom me u.e 6 or keyor a Is. BRtlE+A IIFAST B'o" CL HIST, I ^ I TH U OFFICE O BILGO DOOR B'O" CLLG. HGT. SIZE G IpB WC 0;® ., f, • N PANTR Y I Y. swewER u ® W 8'0" CLG. I IGT. I SkV 6Z O _ KITCHEN B'O" CLC. NGT. I I ry I _ 4, A w � w o � In I W = o I I I m 4-2x4 OST � - f$EF. /NSU TO IsIItDER TO GIRDER a -_ uj 1-1x10 HDR BEARIN WALL 2- 1 3/4"x 9 1/4" LVL w/ I" PLT, FL H J " - _ - 3,f1„ (BETTER N�ADER BEAM •62) TI L A/ o aa r F.G. fiTOOP 11 X -* 4'II" T!i k" 5, 1„ _ 11" 1 u o m 1 = o Xti O z - m e K F ,x R m N1 I ' DINING ROOM s LO. d w I 1 - B-c - - 41�J C ' O'O" CLG, LIST. d �" BEARING WALL LIVING ROOM gTEp - � Z ll ' BRR L IL z 2 O _ x C _ Iry 16 C.D n p Q W B`O" CLG. HGT 211'fl" � Q L 1 tt6 p] ___ 2 F,J, PREFAS, ZERO CLEARANCE $ X `jam Q WOOD BURNING STO/E I 1•,1 -S ry V W WITH }O° HEARTH PER COPE MFPA V) • m W N O 1 r i PROVIDE FRESH 4IR INTAKE - - - - - - - ` - - - - - - - - - - - - - 1 3 3-I 3/4"x IB" M.L. HDR I LL AND GLA58 DOORS PER CODE ✓EQIFT BIZE / V V` 13'U" 14'11" 22'0" _ \ I w :1 II _ i Ul 3052_ A o 3US2 3452 3051 2 GAR GARAGE • J o '� x. 1J. 6/B" F.C. GWB ON WALLS ? ENGINEER: COVERED STOOP -U o AND CEILING PER CODE O m O r .- 11 P.G. STOOP - Q .Yixb R R xI c -' b%b TURNED FIRST FLOOR PLAN E 2-0a10 B.U' GIRDER . PORCH POST d • - { „ ANCHOR PER DETAILS w LIVINGAREA - 1340 SQ.FT, STEPS AND RAIL PER CODE GARAGE AREA = 442 51 ____ T JEFFREiYT`T;PSUTLER. P.E. FRONT COVERED PORCH AREA = 204 SQ.Ft, 1 SMOKE DETECTOR 3052 3052 (1 INTERCONNE T PER CODE 0 - V o � m d z °m 8B r OPENING PROTECTION I WOOD STRUCTURAL PANELS } pU PERSUANT TO 1609.1.4, SEE w T 2�,0,. T,H., 7,8„ fi 11,. 1' , 5,11,. 1�,Sn 5'0.. FASTENING SCHEDULE ON Er z DETAIL SHEET IN THIS SET Z' L i 1 @ • } SEE DETAIL SHEET FOR J HIGH WIND CONNECTION w REQUIREMENTS a V � r ' w y Q U O R CL � $ Q a a � U u n I' r WAGE : 4 of 5