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Home My WebLink About33042-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold; N.Y. CERTIFICATE OF OCCUPANCY No: Z-33099 THIS CERTIFIES that the building NEW DWELLING Location of Property: 925 WILLOW TERRACE LA ORIENT (HOUSE N0.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 2 Lot 31 Subdivision Filed Map NO. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 9, 2007 pursuant to which Building Permit No. 33042-Z dated MAY 17, 2007 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 FIRST AND SECOND FLOOR COVERED PORCHES, REAR DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to JOSEPH G MANZI, JR TRUST (OWNER) of the aforesaid building. SIIFFOLR COUNTR DHPARTMEN'P OF HEALTH APPROVAL R10-OS-0202 04/29/08 ELECTRICAL CERTIFICATE NO. 3049765 05/30/08 PLLIMBHRS CERTIFICATION DATBD Date: 06/16/08 06/12/08 CHARLES SANDERS zed Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL Old or Pre-existing Building: 765-1802 "~ --~ '" ~ - l' J 1 ~ 6 ~; APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building DEpartment with the fglldt_}fg;__` A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 Platming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic feahtres. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shalt state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Switmning 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. ~ /~ f. New Construction: ~QQ . ~~ 6 - Sr, g 2~ 3 ~ _ _A_.. _-- _~ __ ,, r ~ ~ . r~ r (check one) Location of Property: 9 Z5 G/i LLOw Tu tZRA L.~~ LAti c- O Rt t-NT _ House No. Street Hamlet Owner or Owners of Property: ~~dG/l~,f~~ ~~;~ i_c~P~~ ~~~ Suffolk County Tax Map No 1000, Section .2 ~ Block Z Subdivision Permit No. 3 3a ~~ Date ofPemiit. Health Dept. Approval Planning Board Approval: Lot ~ ~ Filed Map. Lot: Applicant:/~ ,~~~~-~yi.~ww(~ata,•e Cam, 2 h 10 d L d y o 'L, Underwriters Approval: F}`/ i3oq:Z h of Ei/!. U,vntr~rr~ t j ~c/~S .tPP~ 3v`F~76 i curi p g o ~G7G)~ Request for: "femporary Certificate ~ ~~ Fee Submitted: $ `f ~ ~- ~ ~~3U~i L ~ ~~ ~~B Final Certificate: ~ (check one) ~~ ~~~~_ Applicant Signature FEB D3 'D4 11=0aF1M SOUL HOLU BLiILGlf{~ 631 765 95(72 Tour. Hull, 53045 Mein Road P.O. Dox l l79 Southold, New York ] 1971-6959 $ ~ aq x ~! # ~a~~ BUILDING DEPARTMENT TOWN OF BOUTHOLD CERTIFICATION Fax (571) 765 A50: Tclophane (631) 7GS-1602 Dater I I `lam Building Permit No. ~ 3 ~ y 2 O-Nner: ~~a/t'~~~6U6to~ty 5,~.~Li G/A~lc:a~ -~ W ~' dZ~tGN~~ ~~~I (Please/pant) Plumber ~_ 1 ~/U~ ly~~~~ (Please print) Iced. I certify Ihat the solver used in the water supply system contains less than 2/10 of 1% (Plumbere Signa[urei Sworn to before me this ~ oZ day DrJu n P_~ ~oon~ ~7 / }1 ) DUR(S DAYTON -»`~`- -- -- --- NOTARY PUBLIC, State of New Vork No. 4753763 Quali'led in Suffolk County Nora;yPubhc _l.oun[y ~,m I.aignExpireaun,j/,o~D/0 GAS ~,~i 33oY,2 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by AFTON ELECTRICAL CONT, INC 2 BENTNOR STREET MASTIC, NY 11950, Located at 925 WILLOW TERR. LANE ORIENT, NY 11957 Application Number: 3049765 Section: 26 Block: 2 ROCKHALL DEVELOPMENT CORP. P.O. BOX 702 ROCKY POINT. NY 11778 Certificate Number: Lot: 31 Building Permit: 330422 3049765 BDC: 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, Outside, Attic, 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 30th Day of May, 2008. Name ~ Rate Rating Circuits Tvne Alarm and emergency equipment Sensor 2 0 0 Carbon Monoxide Sensor 6 0 0 Smoke Appliances and Accessories Air Conditioner 1 0 Above 1500 BTU Exhaust Fan 3 0 F. H.P Furnace 1 0 Oil Future Appliance Feeder 1 0 20 Amps Hydro Massage Tub (Therapeutic) 2 0 Pump Motor 1 0 1 H.p Service Service Disconnect: 0 200 cb Servicel Phase3wService Rating200Amperes Wiring And Devices Dimmer 34 0 120 V Fixture 2 0 High Intensity Fixture 2 0 Low~S`~age Fixture 4 0 Flouresent Continued on Nezl 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. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by AFTON ELECTRICAL CONT, INC 2 BENTNOR STREET MASTIC, NY 11950, ROCKHALL DEVELOPMENT CORP. P.O. BOX 702 ROCKY POINT, NY 11778 Located at 925 WILLOW TERR. LANE ORIENT, NY 11957 Application Number: 3049765 Section: 26 Block: 2 Certificate Number: Lot: 31 Building Permit: 330422 3049765 BDC: 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, Outside, Attic, 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 30th Day of May, 2008. Name ~ Ra[e Ratine Circuits Tv e Fixture 84 0 Outlet 92 0 Incandescent Outlet 122 0 Fixture Receptacle 1 0 Gen, Purpose 20a Receptacle 1 0 Appliance 3a0 Receptacle 8 0 Dryer Receptacle 71 0 GFCI Switch 41 0 Gen, Purpose Gen, Purpose seal 2 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. FORM N0. 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. 33042 Z Date MAY 17, 2007 Permission is hereby granted to: WALTER & WF REICHEL 449 1/2 HENRY ST BROOKLYN HTS,NY 11231 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 925 WILLOW TERRACE LA ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 031 pursuant to application dated MAY 9, 2007 and approved by the Building Inspector to expire on NOVEM Fee $ 1,705.60 ORIGINAL Rev. 5/8/02 330~~- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION Gr/~ [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION 3~ °`~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] F ATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FIREPLACE & CNIMNEY [ ] FlRE [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR 3~0~-~ z- TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION ~- z /' ~"'4~ ~, [ ]FOUNDATION 1ST ~ROUGN PLBG. [ ]FOUNDATION 2ND [ ]INSULATION FRAMING STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CNIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESIST NN CONSTRUCTION [ ]FIRE RESISTANT PENETRAT/ION RAM KS: A!' _~, ~ ,, -tQ~ ~ rte'" ~~,.e-k,~~ ~~ ~- ~ ~ ~~~~~ J -~^ ~ INSPECTO/p~~°~~ DATE ~ 3 °~~ TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECT ON [ ] F NDATION 2ND [ FRAMING /STRAPPING [ ]FOUNDATION 1ST [ OUGN PLBG. [ ]FIREPLACE 8~ CHIMNEY [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY DATE INSPECTOR [ ]FIRE RESI~IT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION 3 ~ ~~~--- ,% TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] LIi~BG. [ ]FOUNDATION 2ND [ INSULATI~~ [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION REMARKS: _iN ~ccil [ ]FIRE RESISTANT PENETRATION ~ ~~~ ~v ~rvr~-- DATE ~ ~~ INSPECTOR ~~©~L~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CHIMNEY [ ]ROUGH PLBG. [ ]INS ION [ FINAL [ ]FIRE SAFETY INSPECTION DATE ~ INSPECTOR [ ]FIRE RESIS~ CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~ 3 n~y~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION [ ' INAL [ ]FIRE SAFETY INSPECTION DATE l ~~ INSPECTOR _~ [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~IEFFREY T. BUTLERS P.E. 2O OVERHILL RD. SHOREHAM NEW YORK 1 7 786 63 1 -208-8850 LIC ENH EO PRO FEHHIO NAL ENHINEER M EMHER NATIONAL SOCIETY OF PROFEHHIONAL ENHINEERH January 15, 2008 Town of Southold Building Department Re: Proposed Residence-Orient Permit # 330422 Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code for the front porch ceiling and floor 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. P.E. -~ _ __~ FIELD INSPECTION REPORT DATE COMMENTS -' / O ~ ~} ,~ FOUNDATION (1ST) - L . W ~ FOUNDATION (2ND) .- .L ~ py U z -U .~ c d- y ROUGH FRAM ` ING & PLUMBING ~ ° G~11k-0 ltid" +~-~re-: tc~~9-- dLerur~ C , ~ - - - cam- t , l t~o ~~ ~,~,o ~' ~ -~x INSULATION PER N Y _ y . . STATE ENERGY CODE ~ Z ;~ F ~, ~~ T ~ ~ Z E.L (~, FINAL ~ . ~ .3 c7~ f w W ADDITI NAL CO NTS 1 6 ~- ` ~_ ~ .i _~ ~ z m / O ~ ~ ---- ~ ~ - ~C b -- _ J -- C, y ~~ O z ~ _ y • ~ , x nd C ' y ~ " TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 33 ~ ~ a'~ www. northfork.net/Southold/ PERMIT NO. Do you have or need [he following, before applying? Boazd of Health 3 sets of Building Plans Planning Boazd approval Check Septic Form N.Y.S.D.E.C. Examined 20 Approved ,20~ Disapproved a/c Expiration _ , 20 m~~y 9 zr Phone: 1 y ~ ~~ 5 5 APPLICATION FOR BUILDING PERMIT Date -v1 ~ , 20~ 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 Inspector will issue a Building Permit to the applicant. Such a pemut 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. E 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Rockl,cZJ I T~~'c-~olJr*~c.,-~- Co (Signature of applicant or name, if a corporation) p- o . [3o x 702 t2oclC.~ P-E . N~1 11 778 ~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, genera] contractor, electrician, plumber or builder Name of owner of premises 1n/Ci.) }~.,- 1- ~n' S ~ . I ~ 4. KZ G~`~C ~' (As on the tax roll or latest deed) If appli t is a o ra '~ !signature of duly autly6rized officer (N e and title co ora4~ officer) ` Bui ers License No. Plumbers License No. p I ~, b Te c ~ 11-P 7 - tM h Electricians License No. Pv c c . v ~ I c c L; c ~l ~ C7~o - Other Trade's License No. 1. Location of land on which proposed work will be done: 9 25 t,~i. I I b~ ~ rc,r-rctc e. L n c Ot--i cn House Number Street Hamlet Contact: \ Mail County Tax Map No. 1000 Section o Block z Lot 3 Subdivision_J~~p_p F Wr~l pl„/ Ter race Filed Map No. ~p"~ Lot ](Name) S LG 1, 2. State existing use and occupancy of premises and inteppded use and pccupancy of proposed construction: a. Existing use and occupancy 1/ Q C Ctrl -F' ~ Cc,r, Cf b. Intended use and occupancy ~' n 1 C t Ccm ~~ 1 e t C 3. Nature of work (check which applicable): New Building / Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ! 7 ,_O U O . O U Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ~ Number of dwelling units on each floor If garage, number of cars ,?_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front - ~ear,~._ _ Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5 f3 ~ Rear J~8 ~ Depth 2 9.'-1 ~ Height Number of Stories .2 9. Size of lot: Front 12 3. 75 Rear I I ~) . O U Depth 1 8 8 . 9t-I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ^~ 13. Will lot be re-graded? YES ~/ NO Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of premises W t-P Re-'chc I Addressy44~/~ F~IC.,.,,5F B.r.~id;~,Phone No. Name of Architect e a~ c v + l e r' Address P6 &~xG34 Sha ck+~+~ Phone No 2(~3 -8~i`i0 Name of Contractor Ru r kJ-, , I I be v . <o ~ ~ Address PO Perk 767 f2 p F Phone No. 7i-V4 - ~ ~,`~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO / * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAYBE 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. STATE OF NEW YORK) SS: COUNTY OF S~; ro..~,) ,..~0 S c n ~ (j M GnZ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe ~br~ ~-rC~G~r (Contractor, Agent, Corporate Officer, 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 tme 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. Swom to before me thi ~da f~~20U~ otary Public FREDERICK J.NAPOLRANO Notary Public, State of New York Re~. No.01NA6089519 Cuarfied in Suffolk County Corrrnission Expires March 24, c7 D l Wl~ i/'i= K O F /~L p G c° q ~-~ ~ /,F~,,-t, 1. ~i ~ v v" ,- c p ~ ~' L .~ r ~, 1 ~,C U~ 'G)"/7 titer. ( l REScheck Software Version 4.0.1 ~ 33 ~ ~'~-- Compliance Certificate _ Project Title: Proposed Residence Report Date: 12/06/07 ~~ ~ ~ ~ ' Data filename: J:\Manzi\2007_Jobs\070017 rowe dr orient\Odent2.rok Energy Code: New York State Energy Conservation ~.r._"4."+V ' Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: C/O Willow Terrace Lane Manzi Homes East Jeffrey Butler, P.E., P.C. and Rowe Lane 631-744-2655 206 Lincoln Street Orient, NY Riverhead, NY Permit Date: 4/4/07 631-208-8850 ~~;^ F ~] -.J ~~~.,~~. Ceiling 1: Flat Ceiling or Scissor Truss: 1590 30.0 0.0 56 Wall 1: Wood Frame, 16" o.c.: 1836 15.0 0.0 116 Window 1: Vinyl Frame, Double Pane with Low-E: 290 0.340 99 Door 1: Solid: 42 0.220 9 Wall 2: Wood Frame, 16" o.c.: 1282 15.0 0.0 84 Window 2: Vinyl Frame, Double Pane with Low-E: 196 0.340 67 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 1378 30.0 0.0 45 Boiler 2: 84 AFUE 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 have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has sta p d and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans ors a cations are in compliance with this Code. T~aEf T- u+lar• ~.E•. P.C_ ~ la c Name - Titl~ e~ ~ ~ ~ a Dat Project Notes: Revised, converted garage to living space ~ 'r, /~~ ~, . ~~,~Q"~ ~~~w T. B~~~F-vp~fi ~ ~~ :• >k r }~ ~ ! ~ ~`' . / w 11'2 Proposed Residence Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 12/08/07 Ceilings: ^ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ^ Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ^ Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ^ Window 1: Vinyl Frame, Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, descdbe features: #Panes-Frame Type Thermal Break7YesNo Comments: ^ Window 2: 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: Doors: ^ Door 1: Solid, U-factor: 0.220 Comments: Floors: ^ Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ^ Boiler 2::64 AFUE or higher Make and Model Number: Air Leakage: ^ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ^ Recessed lights are 1) Type IC reted, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fxtures are installed with a 3" clearance from insulation. Vapor Retarder: ^ Installed on the wane-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ^ Matedals and equipment are installed in accordance with the manufacturer's installation instructions. ^ Materials and equipment are identified so that compliance can be determined. ^ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ^ Insulation R-values, glazing U-factors, and heating equipment efficiency are cleady marked on the building plans or specifications. Proposed Residence Page 2 of 4 ~ Insulation is installed according to manufacturer's instmctions, in substantial contact with the surtace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ~ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ~ Return ducts in unconditioned attics or outside the building are insulated to R-0. ~ Supply ducts in unconditioned spaces are insulated to R-8. ~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ~ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastio-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~ Separate electric meters exist for each dwelling unit. Fireplaces: ~ Fireplaces are installed with tight ftting non-combustible fireplace doors. ~ Fireplaces have a soume 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 have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a simulating system. ~ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ~ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ~ All heated swimming pools have an on/off heater switch and a cover unless over 20 % of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ~ HVAC piping conveying Fluids above 105 degrees F or chilled Fluids below 55 degrees F are insulated to the levels in Table 2. Proposed Residence Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Cireulating Runouts Circulating Mains and Runouts Heated Water ° Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ( F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 120-200 Steam Condensate (for feed water) My Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness In Inches by Pipe Sizes 2' Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Proposed Residence Page 4 of 4 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Proposed Residence Report Date: 05/03/07 Data filename: J:\Manzi\2007_Jobs\ORIENTOrient2.mk Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: Owner/Agent: CIO Willow Terrace Lane Manzi Homes East and Rowe Lane 631-744-2655 Orient, NY Permit Date: 4/4/07 Designer/Conlractoc Jeffrey Butler, P.E., P.C. 206 Lincoln Sheet Riverhead, NY 631-208-8850 Ceiling 1: Flat Ceiling or Scissor Truss: 1378 30.0 O.u as Wall 1: Wood Frame, 16" o.c.: 1622 15.0 0.0 103 Window 1: Vinyl Frame, Double Pane with Low-E: 243 0.340 83 Door 1: Solid: 42 0.220 9 Wall 2: Wood Frame, 16" o.c.: 1282 15.0 0.0 84 Window 2: Vinyl Frame, Double Pane with Low-E: 196 0.340 67 Floor 1: All-Wood JoisVfruss:Over Unwnditioned Space: 1378 30.0 0.0 45 Boiler 2: l;4 AFUE 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 have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans ors ifications are in compliance with this Code. TP~~re~Ru-FIt'_r. P E.. P.f-. ~ 07 Name -Title ~~ at re Da %C~F NFtyY f;~ cY T. a~ O~ 1~/~v /4~P T~ /~~ J ,V O..tf Y' t _` i ~ ~Wa-0 ~.ti ~I.a ~.Ij sir ~ ~ ~ '. I~lil y'` 1J r r~ !~ , v Proposed Residence Page 1 of 4 ''"' _. -__.. - a- '_... a.. , . e'', imt~.. .t ~ ..e.ai;. F c6.. oe,la'~s_. saa ~iai:.. _..~. ~/ REScheck Software Version 4.0.1 Inspection Checklist Date: 05/03/07 Ceilings: ^ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walis: ^ Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ^ Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ^ 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: ^ Window 2: Vinyl Frame, Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-Tactors, describe features: #Panes _ Frame Type Thermal Break? -Yes _ No Comments: Doors: ^ Door 1: Solid, U-factor: 0.220 Comments: Floors: ^ Floor 1: All-Wood JoisVTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ^ Boiler 2::84 AFUE or higher Make and Model Numher: Air Leakage: ~ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ~ Recessed lights are 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, fztures are installed with a 3" clearance from insulation. Vapor Retarder: ~ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and Floors. Materials Identification: U Materials and equipment are installed in accordance with the manufacturer's installation instructions. ~ Materials and equipment are identrfied so that compliance can be determined. ~ Manufacturer manuals for all installed heating and coaling equipment end service water heating equipment have been provided. ~ Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Proposed Residence Page 2 of 4 ~ Insulation is installed according to manufacturer's instructions, in substantial contact with the surtace being insulated, and in a manner that achieves the rated R-value without cempressing the insulation. Duct Insulation: ~ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ~ Return ducts in unconditioned attics or outside the building are insulated to R-0. ~ Supply ducts in unconditioned spaces are insulated to R-8. ~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ~ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~ Separate electric meters exist for each dwelling unit. Fireplaces: ~ Fireplaces are installed with tight fitting noncombustible fireplace doors. ~ Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York Slate, the Residential Code of New York Sfafe or the New York City Building Code, as applicable. Service Water Heating: ~ Water heaters with vertical pipe risers 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. ~ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ~ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ~ All heated swimming pools have an on/off heater switch and a cover unless over 20 % of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Proposed Residence -.._ ....__. ... _. _... Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up ro 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping Syslem Types Fluid Temp, Range(°F) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 120-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1"and less 1.25" l0 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Proposed Residence Page 4 of 4 OS-22-2007 13:22 SDUTHOLD BUILDING DEPT 16317659502 ~3~~a i~~(Gh~~PRGE1 ~l, J-~ I Erosion Sedimentation and Storm•water Run-off Control Plan ASSESSMENT FORM Yes No A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: If you answered Yes to arty of the above, a Storm•water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQl1iRiNG TiiF SIJRMiSSiON OF ASTORM-WATER. GRADAVG. DRAINAGE &_EROS(ON CONTROL PLAN CERTIFIED BY A llESIGN PROFF.SSiONAL IN TILE STATE OF NEW YORK. Item Number: (A Check Mark (J) for each question is required for complete application) 1. Will this project retain all Storm-Water Runoff generated tm Sitc? (This will include all run-off created by site clearing and/or construction activities as well as all Site improvements and the permanent creation of impervious surfaces.). 2. Will this project require any land 611ing, y~rading tx excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application n:yuirc land disturbing activities encompassing an area of tive thousand (5,000) square feet of ground surface or more? 4. is there a Natural Water course rmting through the site or is this projcet within Onc hundred (IUO) feel of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fafteen (15) feet of vertical rise to (fie hundred (lUU) feet of hotircmtal distance? 6. Will driveways, parking areas ur other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Rightot=Way'l 7. Will this application require the placement of material, removal of vegetation and/or the constmction of any item within the Town Right-of--Way or road shoulder area? (This item does not include the installation of ddveway aprons.) R_ Will there be site preparation within the one hundred (100) year Iloodphfin of any watcreoursc? Yes No ~~ ~~ 0 v _l/ ~~ ~~ ~~ Note: If any answerto questions one through eight is answered with a check mark In the Box, a Storm•water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to Issuance of any building permit. STATF, OF NEW YORK, COiJNTYOF .............._.........................,.,, ss That i, ... S..eSE~.~.......~.(?v.t\Z...1........_... _........ being duly swum, deposes and says that he/she is the applicant for Permit, (N;m,e of individual signing UocumrnQ And that He/She is dte ,,,.,., ~.,1~ S e P 1~ ...... ~..~ .~. F:.t ......................................................_ _......... _.................. (Owner, Cbnlnu:lur, Agent. Cmyomle Officer, ele J Owner and/or representative of the Owner or Owner's, and is duly authorized m perform or have perfomxd 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 belier; and that the work sill he performed in the manner set tonh in the application filed herewith. Sworn to hhbefore me tlus; /~~J/ ..........4Y.~,....,. ..day of.l..r,~ ........................ 20... Notary Public: ..... ... ................................. FREt)ERICK J. NAP6LI4ANr) Notary Public, Stste of New York Hera No.O1NA6089519 Quaatied in Suffolk Coun Commission 6fpires March 24~ ~O~I New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ~~~~~~ MANZI HOMES EAST LLC P O BOX 702 ROCKY POINT NY 117780702 POLICYHOLDER CERTIFICATE HOLDER ROCKHALL DEVELOPMENT CORP TOWN OF SOUTHOLD P O BOX 702 BUILDING DEPT ROCKY POINT NY 117780702 53095 MAIN ROAD SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE Z 973 905-3 805994 10/01/2006 TO 07/01/2008 5/22/2007 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 973905-3 UNTIL 07/01/2008, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 07/01/2008 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW/YORK STATE INSURANCE FUND ~/~~~ DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 U-26.3 VALIDATION NUMBER: 441618188 • • ~oa~ _? ~ _2 ~ 3~ TOWN OF SOUTHOLD PROPERTY 33~~2- CARD ~ ~1-zz OWNER STREET a2 VILLAGE DIST: SUB. LOT / ~o ~~ l e ~ ~ L .~ w 'A, 1~(~ 4 o w ~ {-ac e {^-! e h r~' ,2 /' ~ r r ~ „. FORMER OWNER N E ACR. ~9 f ! ~eYYct« S W TYPE OF BUILDING RES. SEAS. VL. ~~ FARM CO~Mh. CB. MICS. Mkt. Value LAND. ..IMP. TOTAL DATE REMA R KS ( ~ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Waodlond , FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK T !' ~~ Fidelity National Title INSURANCE COMPANY• 900 Merchants Concourse, Westbury, New York 11590 • (516) 334-6727 • Faz (516) 334-7459/7460 TOWN OF SOUTHOLD RE: Certified Land Abstract, Inc. AUTHORIZED AGENT Gentlemen: Please be advised that Certified Land Abstract, Inc., is an agent for Fidelity National Title Insurance Company, and as such is authorized to issue and sign Title Certificates, Binders, Policies, and Endorsements on behalf of this Company for properties located throughout the State of New York. This authorization is effective immediately and is valid until December 31, 2007, unless otherwise notified. Should you have any questions, feel free to contact the tmdersigned. Very truly yours, eorge A. Keenan Assistant Vice President-Agency Counsel cc: Certified Land Abstract, Inc.-Jayne CERTIFIED LAND ABSTRACT INC. 300 Garden City Plaza, Suite 170A Telephone: 516-739-3600 Fax: 516-739-3609 VARIANCE SEARCH COUNTY OF NASSAU) ss.: STATE OF NEW YORK) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is the Operations Manager of CERTIFIED LAND ABSTRACT INC. Certified Land Abstract, Inc. is a duly authorized agent of Fidelity National Title Insurance Company of New York. That under his direction, title was examined to the parcels of land described in the annexed Schedule and labeled parcels: A, B, C, D & E. That said examination, dated March ] 3, 2007, discloses a chain of title to determine if any contiguous property was owned by an owner of the property involved since the date of any previously applicable Zoning Ordinance as of April 1983. And, that this affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Town of Southold will rely upon the truth thereof. CERTIFIED LAND ABSTRACT INC. --George ~ndbe Operations Manager Sworn to before me, this l ~ d~f April, 2007. v tarp ublic JAYNE SALVATORE Notary Public, State of New York Qualified in Suffolk County No.52-4686286 ~~y; Commission Expires June 3Q ~ D E S C R I P T I O N S PARCEL "A" 1000-026.00-02.00-031.000 (SUBJECT PROPERTY) ALL that certain plot, piece or parcel of land, situate, lying and being at Orient, in the Town of Southold, Suffolk County, New York, shown and designated as Lot No. 10 on a certain subdivision map entitled, "Map of Willow Terrace, Section 1" at Orient, Town of Southold, Suffolk County, New York, which said map was filed in the Suffolk County Clerk's Office on November 28, 969, as Map No. 5407. ALSO known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 026.00 BLK:02.00 LOT: 031.000 PARCEL "B" (ADJOINING SOUTH) 1000 - 026.00 - 02.00 - 030.000 PARCEL "C" (ADJOINING EAST) 1000 -026.00 - 02.00 - 039.011 PARCEL "D" (ADJOINING NORTH) Rowe Drive PARCEL "E" (ADJOINING WEST) Willow Terrace Lane GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is Operations Manager of CERTIFIED LAND ABSTRACT INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Suffolk County Clerk's Office. CE IED LAND ABSTRACT INC. GEORGESANDB Operations Manager Sworn to before me this ~~ ~a~y ofApril, 2007, Notary Put~4ic.~iate ~f New York Qualf>e:S .r, S+.iNoll~ County No.rL-4686286 Commissicn Exp;res !une 30, ~~~.~ CHAIN OF TITLE FOR PARCEL "A" 1000-026.00-02.00-031.000 ROBERT 1. DOUGLASS Liber: 6830 P 403 TO Dated: 10/24/70 WALTER REICHEL & PRISCILLA REICHEL, His Recd: 10/28/70 wife LAST DEED OF RECORD STATE OF NEW YORK) )SS.: COUNTY OF NASSAU) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIE GEORGE SANDBERG, Operations Manager Sworn to before me this ~~7 dy a of April, 2007. v ry ublic , JAYNE SALVATORE Notary Public, Srate of New York t]ualified in Suff,tk County No. 52-4Ei80286 ~~~ Cornmissicn t~<;~ires June 30, -"'Y CHAIN OF TITLE FOR PARCEL "B" 1000 - 026.000 - 02.00 - 030.000 WILTON Y. DOWNS & BERTHA E. DOWN, His Liber: 7570 P 29 wife Dated: 1 / 12/74 TO Recd: 1 / 15/74 MARIE LISE GAZARIAN &NATHALIE GAZARIAN Liber:9992 P 559 GENERAL L. RAINS, DEPUTY COUNTY Dated: 3/6/86 TREASURER Recd: 3/7/86 TO COUNTY OF SUFFOLK COUNTY OF SUFFOLK Liber: 10439 P 299 TO Dated: 10/2/87 MARIE-LISE GAZARIAN &NATHALIE Recd: 10/7/87 GAZARIAN PIERRE GAZARIAN & JEAN GAZARIAN & Liber: 12274 P 241 MARIE-LISE GAZARIAN, AS HEIRS-AT-LAW Dated: 7/18/03 AND SOLE DISTRIBUTEES OF NATALIE Recd: 9/26/03 GAZARIAN TO MARIE-LISE GAZARIAN LAST DEED OF RECORD STATE OF NEW YORK) )SS.: COUNTY OF NASSAU) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. Manager Sworn to before me this JAYNE SA,LVATGRE Notary Public, State of New York Qualified in Suffolk County No. 52-46436285 Commission Expires June 30~~ A CHAIN OF TITLE FOR PARCEL "C" 1000 - 026.00 - 02.00 - 039.011 ROBERT J. DOUGLASS & NANCY R. Liber: 7421 P 285 DOUGLASS, His wife Dated: 5/28/73 TO Recd: 6/18/73 WILLOW TERRACE FARMS, INC. WILLOW TERRACE FARMS, INC. Liber: 9632 P 499 TO Dated: 8/20/84 STUART MAGER & CAROL MAGER, His wife Recd: 8/31/84 LAST DEED OF RECORD STATE OF NEW YORK) )SS.: COUNTY OF NASSAU) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. ager Sworn to before me this ~~ day of April , 2007. ota li J.A':'aJE ~i~LVAT6RF Notary GeiGlFC, S*.a:e of New York Qualii+e:d ire S"uliolk County No. 52-4686Ld6 t;ornmission E;cplres June 30;~D? 1 w '~ CHAIN OF TITLE FOR PARCEL "D" ROWE DRIVE -DEDICATED STREET - TOWN OF SOUTHOLD STATE OF NEW YORK) )SS.: COUNTY OF NASSAU) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 yeazs and that he is Operations Manager of Certified Land Abstract Inc. That the above are the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFIED LAND ABSTRACT INC. GEORG IIBIRfi; Ctp'erations Manager Sworn to before me this da~f April, 2007. ~ ~__ o~ blic JAYNE SAt VATORE Notary Public, Stale of New York Qualified in Suffolk %ounty No. 52-4t36h"186 l:ommission Expires June 90, ~~ 1 ~ ,~ CHAIN OF TITLE FOR PARCEL "E" WILLOW TERRACE LANE -DEDICATED STREET - TOWN OF SOUTHOLD STATE OF NEW YORK) )SS.: COUNTY OF NASSAU) GEORGE SANDBERG, being duly sworn, deposes and says: That he resides at 300 Garden City Plaza, Garden City, New York and is over the age of 21 years and that he is Operations Manager of Certified Land Abstract Inc. That the above aze the true chains of title as shown on the record in the Suffolk County Clerk's Office. CERTIFI INC. -_ , perations Manager Sworn to before me this ~/~~d~April, 2007. C f~a-~a'~zl.~~l y bli ~ ~~ JAY^dE S•`::'J%:TC4iE Notary F;eplic, 6<<-^:, of Pdntn~Ynf~f Cluuli~.o~f ui S-9f5~,:~ !:.m.mty Wo. 52-~.ii;+ ~8S l;ElrY2miS3:~iS ?':tG:res Junk 30,< mod, SURREY OF LOT 10 MAP OF WILLOW TERRP~GE, SEGT) ON ONE FILED NOVEMBER 28, 1969, FILE No.5401 SITUPcTE: ORIENT Vie` TOWN: ORIENT SUFFOLK GOUNTY, NY a~e~;;~~ SURVEYED 07-26-2005 SUFFOLK GOUNTY TAX >< \ 1000-26-2-31 ~a>a~ T®: 1P.R~aAwwh ID. Rlfadden ]Liberty Title Agency a 9 T -'SC ~- /_ ~.-._ 4 i U ~~ h ~- ~, . "~ ~~~:5 "~~e , II :, G,~ ~, POe. j F~e ro I ooo,. i ~a - ~~ ~,- NOTES: • MONUMENT FOUND p PIPE FOUND cP Q 0 s Via„ ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAPS AREA = 25,665 sf or 0.59 acres GRAPHIC SCALE I"= 30' b e`- O, Dwelling Well and Se tic so' + to r~'iL lUJ~~I~° °21'30"E 82.29' _ 0 in ~ W Kt ~ _ O ~~ U) ~~' ~% ~ i V.~~ .Q ~ O O 1 / 1 / 'bi O~e i1 ®~ ~ ~ i P~ No~Se ~ ~Q, o ~ ~ ~ ~ ~ ~ J ~ ~/' 1 \ / ~ ~@ ~ \ ~ ~ ~ \ ~~ 1 ^ Q / 1 ~Y ~ 1 `` `1/~V -o `~ bl~~d~noj 9 , '(~VCCJ//mil h° M d • ~ ~ T OY.~ ~ ~~ 4o w o ~ 5~ ~°ZO e, , LQO ~~ 0 cp ~f ~°v -° ~ \ ~ '~ii.;:F(..~ ,.'{•,{~4TyDFY>~~rgF~;?.~rT~Nlr-A..,`* ..,. , ~.: M .. _ __ _ j „ ~Ai.,.. ~~ ~ ~f ~7; ) , ~ _ ,_ APPROVEr'3 i ~ J ~; .t r ~ ~~,~~` ?J`v~ , ~~ 1 _ I EXPIRES THF..E^, YEAF c FaUM DID e ~ i; r AP .''"v'A.L O - O c:. well I50'~ ~ ~, c~ ~ ~ ~ ,g z ~ l~ FF ~C ^. sc ~~ Op QS v t r OQ C~:T h cP O ~~~~ ~i f~ * '`~ ~J Q O ~~~S 5020 yr, ~~ LAND SuP 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF. Z:\pros\OS\OS-243.pro u.~t( 3Ta SURVEY OF LOT 10 4 a ~ w °"°w T~ 2~^ ~ a ~~+ M/~P OF WILLOW TERR,4GE, SECTION ONE FILED NOVEMBER 28, 1966, FILE No.540~ SITUATE: ORIENT TOWN: ORIENT \ SUFFOLK COUNTY, NY SURVEYED 01-26-2005 FOUNDATION LOCATION 07-17-200"1 SUFFOLK COUNTY TAX # 1000-26-2-31 (~iTII+~ Ta: Bos CH13riPANO NOTES: N W E S ~~ '30"E Yl of ~~~ p ~ fl 9 L 0~ ~ Q O ~ 6~~3 o - fl \\,~ ,,,~--------1 9 0 ` 3Z \.a 1 $ 19 ~ I ~ ~ 1 0 ~ \\ - 1 ~ ~ ~ .lie - - \ 1 $ ¢' -C1 la`s \\ z"~ ~- 11 5~ ~ ~ ~ ~ i \ ~9• 11 a >00,-~ T ~ 9 0 .~ ' r\ ~ ' ~ f '~ ~ ~ \\\ ~ ~Q.\ 5~ O~ \O 1111 SV . c ~1 //~~ L\O1 \ ~P Z~ ~ 1 oee ~ JUI , , ,, ~L0 ~ ND _ - `\ - \--11~ ~ 1889 , „~ ~ `r ' 5~4~~, qp ~~ ~~`~ ~_, ~ ,~ • MONUMENT FOUND O PIPE FOUND .. po~~P~~~o~~ piwy ~immc.5'n'db~e vn wvape armwa swi wii [e umm.si w ba wm /w ~~ AREA = 25b65 sf or OS9 acres JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. N0.50202 GRAPHIC SCALE I"= 40' ~ ~ RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\proaWS\OS-243.pro J:1Memi\2007 JebeWRIF1lTafle phn_new /ootprinl2tlwg, 57/711WLi1:49 PM i i 11~M ~ ~ ~o ~~ ~ ~ ~ ZZN ~~~ ~° ~ A z ~ / _ C ` ~ ~ ~- \ -~~ ~ y \y 6 ~ `x~ V / ~s .5~~~~ ~ \~ ~ p"~j N bs 'p ~ ~ o~ ~~o ~~~~ ~ ~ ~ ~ O ~ d ~ ,~ A-, , ~ .~ -p z i , o, ~ o ~ (1 ~ $ m D rn ~ ~ \ ~ N 1- ~'~ ~ m ~ c~\ I$ ^-' vi N rn ~ \ I~ ~ In A ° ~ ~ cv_ ~ ~ ~ J off ~ i i ~~~~ , ~.., o ~ I~ N ~ ~ 0 i~ ~~ 6 . ~ .,~ ~~ N ~ I ~ ~ i ~ E ~ ~~~'i' ~ - O ~ / ~ i ~~ry1 ln~~ YY r~ ;~ ~ 1 !.y 1 / ~ .. ^ ',i'~s ~ '~Iyq~ ~ L '1 1j ~ ~i ~ i ,` Q J ~'. 'f 4 a \\ i \ \.J/ _/ ~: _--- S ITE PLAN PROPOSED RESIDENCE JEFFREY T. BUTLER, P.E. ORIENT, NY S.G.T.M.# 1000-26-2-31 P.O. BOX 634 SHOREHAM, NEW YORK TEL.: 631.208.8850 FAX: 631.127 .8033 COUNTY OF SUFFOLK TOWN OF SOUTHOLD 3j SUR\/EY OF LOT 10 M~4P OF WILLOW TERR/~GE, FILED NOVEMBER 28, 1969, FILE No.5401 SITUATE: ORIENT TOWN: ORIENT SUFFOLK COUNTY, NY SURVEYED 07-26-2005 FOUNDATION LOCATION O'1-17-200 UPDATE 02-08-2008 SUFFOLK COUNTY TAX ~ 1000-26-2-31 SUFFOLK COUNTY DEFT. OF HEALTH SERVICES REF. ~ RIO - OS - 0202 C~tT1PJ» TO: BOH CEL13IdfANO TMENT OF HEN-TM ~~fC,ES SUFFO-xDpUNT'f DEPAR VA1- NSTRUCT S OENCE S FOR ppPROA SINGLE FAMILY RE ~"LD'L- ~.._ H.S. Ref. No. t~ oea+ APR 2 at a„d~,om 7ete ~~sal a~'"st~r suPdY or o'h°~ MS. (he ardla °e by ti"5 p° ~ gEOR00 `~`e°~,,aan FoR~ ~` , l W ~ J. H'A~ Menages puke of Wastewa` NOTES: ~ MONUMENT FOUND p PIPE FOUND AREA = 25,665 sf or OS9 acres GRAPHIC SCALE I"= 40' SECTION ONE ~/. ®~ aao ~~ ~~ ~ ~o '30"E ~~ V .13~•~~ ~'PO o~ p~ ~ ~ , C o 3~' ~ ~~ ' ~ ~> ,- .- , `EP t'' Ti i ~i i\~b / ~ ~ i mNi i i ,'~~;' z°p " i of O ?g i/ ,' ''99 s i m~ ~ ~ , 56 ~ ~ L ' t~'` /~//~~ \ Oy \O '~~ ~ ate, ~ ~, ,., 9~, ° lg8 „„" S~ 4°Z~' ~1,~ ~ „t A ~ q lJ~ ° W - 9 O, 3 Z ~ ~ g j ~ O `y' O U O ~ 'S q3 ~ ~ '} O 8 q ~ .. „ FE 08£ ~~ N W E S p ~ ~~~~ III MP~t 3 ~'~ 2008 a,..., wow. a "w~~.:a~n'xw' ~'..mw'~ .w,.a,aa~ r.a~i o. ~e..n a a. ~~ ~,~,, ~ py .w.1'b.`a.~b ~.m...u,..,. q'w w.. ran zau hnauu~ d w ~ea~ewvi W ia.rw. ero a..ry n p.ys•ey ro tMnil b me tiw cm,vy q~asnm~- ~...., ~a ~.„., M~ w~~, b,.• ~ ma JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. N0.50202 RIVERFIEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Comnaaserver\nros\07\07-165.oro WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE GROUND SEISMIC FROST SNOW SPEED EXPOSURE DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH) CAT AGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION MODERATE SLIGHT TO II 7E5 FROM II PERIMITER EDGE ZONE • 31.2 per EDGE ZONE - 25.1 per 6FD 30'3" FIRST FLOOR • 1038 SO-FT- TYPE V 45 pef 120 B C SEVERE 36" 40eF 20er TO HEAVY MODERATE FIRM MAPS P P INTERIOR ZONE - 29.6 per INTERIOR ZONE • 24.6 pef SECOND FLOOR • 1318 SQ.F . SEE DETAIL SHEET FOR OPENING PROTECTION BY HIGH WIND CONNECTION WOOD STRUCTURAL PANELS REQUIREMENTS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET OF CONT. RIDGE VENT CERTIFICATIONNAILING & CONNECTIONS -- - 0i� A61-WAI-T ROOF SHINGLES (TYP) - - - — APPROVED AS NOTED ALL CONSTRUCTION SHALL 2ya �- _ MEET THE REQUIREMENTS OF THE DATE: 51 g,p,pJ -- — - - CODES OF NEW YORK STATE. pgg; IDS Ao BY: -- - -- - - 12 -— s NOTIFY BUILDING DEPARTMENT AT 6" o.H., TYP. _ _ _ 'UNUEAWAITEAS CEATIFICATE,� 765-i 802 6 AM TO 4 PM FOR THE • DORMERS - _ - _ _ REQUIRES FOLLOWING INSPECTIONS: _ - _ 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION o MASONRY _ _ - - - -- - I� CHIMNEY _ - - - - - - - OCCUPANCY OR 4. FINAL - CONSTRUCTION MUST _ _ V BE COMPLETE FOR CO. _ - CONT. RIDGE VENT Uf ': UNLAWFUL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW �.-,UT CERTIFICATE YORK 13LE FOR DESIGN ORECONO TRUCTIONSIERRORS, OF (jQ'CUPANCY TOP of PLATE- - - - - COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE 6" SQ. HBIG COLUMNS, TYP _ - _ ® _ - ® _ - DO NOT PROCEED WITH AS REQUIRED AND CONDITIONS F o VINYL RAIL PER CODE FRAMING UNTIL SURVEY SOUTHOLD TOWN ZBA m OF FOUNDATION LOCATION HAS BEEN APpF10V-,EA,� SOUTHOLD TOWN PLANNING BOA 10 SOUTHOLD TOWN TRUSTEES N.Y.S.DEC - PLUMBER CERTIFICATION RETAIN STORM WATER RUNOFF_ TOP OF SUBPLOOR-- -- ON LEAD CONTENT BEFORE .,PURSUANT TO SECTION 45-19C TOP OF CEILING-- - CERTIFICATE OFOCCUPANgrOF THE TOWN COPE, SOLDER USED IN WATER' SUPPL Y SYSTEM CANNOT EXCEED 2110 OF i%LfAI), FLOOD COMPLY WITH CHAPTER a4r FLOOD DAMAGE PREVENTION SOUYHOLD TOWN CObE. -- = PLUMBING X ALL PLUMBING WASTE (�I 4 LL &WATER LINES NEED '- TESTING BEFORE COVERING„ W LU �p r TOP OF SUBFLOOR-- -- - - O TOP OF FOUNDATION GRADE -_L_ n N «v 1M1 I� � Z j 1M `r w m j lO e } O � X 3 In m mm0 _______________ _________________________ ; IlJ Z 0 8" P.C. FIND. WALL , ,__.�__ ___________________________ __________________ _ ON IS" X 8" P-c. FTG. .--' .--• - --- - - 0 Iq TOPOF FOOTING-_ _- , ______________________________________________________________________._______________________________ ____ FRONT ELEVATION -_ -- ------ ENCINEM �F NEW TOP OP PLATE —- -— - r J_r �U'F 073 g3 V — �up FESS\OAP O - JEFFREY T, BUTLER, E. m Lars_ p1 12 TOP OF SUBFLOOR -- -- T CEDAR 61 G (TY TOP OF CEILING -- -- _ Ul z LU z o -- 0 III N1 ~ m W lq 6 p _ _ - -- VINYL RAIL rw .ram ------ PER CODE 3 F 13 LLI 3 (K s � 0a0 � z u _ - O3a TOP OF SUBFLOOR -_ _- _ -_ MASONRY STEPS, 0L Q p FINISH PER AGREEMENT O 5 TOP OF FOUNDATION -_ _ GRADE -------------- j j Z AREAWELL, TYP. i i li PAGE : TOP OF FOOTING -_ _- ____., _________________________________� _________________ , ---------- --------------------------------------I, i LEFT SIDE ELEVATION OPENING PROTECTION BY SEE DETAIL 6HEEf FOR �i;II'I/ �'�f'i WOOD STRUCTURAL PANEL. HIGH WIND CONNECTION CONT. RIDGE VENT PERSUANT TO 160S.1.4, SEE REOUIREMENTB _ FASTENING SCHEDULE ON — DETAIL 814EET IN THIS SET _ �T — - _ -- --- — - — _ --- MASONARY MNEY ASPHALT ROOF SHINGLE. (TYP) — CONT. RIDGE VENT TOP OF PLATE- - -- - _ - - e- - FLASH ALL ROOF/WALL INTERSECTIONS - -- TOP OF BUBFLOOR-- -- - - - - - _— _-- - — -CEPAR BIDING (TY ) J- 0 TOP OF CEILING—- -- LFmi -00LJ ITOP OF SUBFLOOR-- TOP OF FOUNDATION—- -- GRADE -------------- I p 2 ___ 8" P.G. FND. WALL W LU �Q r m i+ i I ' ON 161, X S" P.C. F7G. i ; � � (A fA 1 ® - TOP OF FOOTING X ° °m REAR ELEVATION z lU ° (K a M CEDAR SIDING (TYP1 u- u- Lul ENGINEER: ru pF 10 TOP OF PLATE —- -— _ z "STEP FLASH cP�Op 07349 IC AL \R�FESSIO�P� o — _ JEFFR£Y T. BUTLER, P.E. m - W 12 g S Lu TOP OF BUBFLOOR -- -- �T U 0 `m m TOP OF CEILING -- -- LU - � 5 Z Lu - - '` ' 'Q O Z Op LLu L y O W 1- ° D F- p W 0 LU U) S ° � TOP OF SU15FLOOR -- -- O V 4 TOP OF FOUNDATION -- -- GRADE p $ I I I ------------*---i ; I I I I I h -1 � � I iOP OF FOOTING -- i______________I.._______.___t______________________________ I - LL--- -------------- 2 of RIGHT SIDE ELEVATION i TABLE R402,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESIVE STRENGTH (Ft) WEATHERINNG POTENTIAL TYPE OR LOCATIONS OF CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 2,500 2,5o0 EXPOSED TO THE WEATHER BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 2,500 2,500 GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2500 3,000 3,006 OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER PORCHES, CARPORT SLA56 AND 6TEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 2,500 3,00O'e FOR 81, 1 POUND PER SQUARE INCH a 6.85e5 KPA. A" AT 28 1-61. B. SEE TABLE R301.2(U FOR WEATHERING POTENTIAL. C. CONCRETE IN THERE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN T PERCENT. 16 E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. o m_r d SEE DETAIL SHEET FOR HIGH WIND CONNECTION i 60' 0" REQUIREMENTS I I i 2' O" 12' 8" 22 0" 19' 4" 24' 0" no C] 13' 8" 5' 8" 19, 01, 3' 4" 1' 8„ w PROVIDE ANCHOR BOLTS AT EACH CORNER 12" DIA TO UNDISTURBED SOIL ' AND AT EACH &HEAR WALL (GARAGFJ P.C. PIER WITH bx6 ACQ AS NOTED FOR SIMPSON PHD5 (TYPICAU- SEE POST TO DECK GIRDER. DETAIL SHEETS PROVIDE 6/8" ANCHOR BOLTS ANCHOR PER DETAIL 23" O.C. MAX. WITHIN 1' OF EACH SPLICE IN SILL SHEET, TYP. PLATE SEE DETAIL SHEET FOR INSTALLATION 8" THICK X 8'0" HIGH ,''CINE OF DECK ABOV�F' P.G. WALL ON 16" X B" ', r4ftla3,Ca�sR2DER"'+ I e POURED CONCRETE FOOTING, TYP. 1 I iCi 6 i -_______o_________________o__i___ J -�i-= N___ ____________, U iV 7x8 AGO LEDGER r i __c________. ,, t • I ° � PROVIDE 3" I CURB AT DOOR BEAM POCKET 6 I d nn EXCAVATED CELLAR ' 4RR314 $RR31s N- I xIK GROUT SOLID .9 STAIRWAYS I1AN0RALL6 1 I .y W, 4P.C. SLAB I ______________________________________ ________________, n v - _ be I We"36ivcbcmdbewwd §cleesAIH•ndmile.IS&smlethem mivimummdmedmm"her vNofll 4 rl 3 I/2" STEEL COLUMN to m , "`a ' ° _ '' c, - - _ - cL:u aidW at Nlpoims Wove the pewided hmWaahasgm mtlbcmw the mcheeam 38 ivcha(B64 reed and reed),aspemvaly,measured vertically .4 LL -I I ,__________� ______________` ____________G_a_______________ ____ mhemroom Ml ht Hwdwh&Rill oat t eM1m45 mchn fined Ne noel. of da trade,Well bn I 36"x36"x12" POURED ryL d I , ; ___ __ ° regmr 6 Plamme B me arraovustheooeddeOf W Y I ,--h--, O DROP FND. (114r.m).cilhn Bide of Wm nehway andtm mivimum clew widW°[the srurw&ys. All rcquved hamaih shell be rotWnuous Wm fWl lengW of W r I CONCRETE FOOTING I I ° v nnim me°dbolow hehmdrm7hci aludua tood&mdlmdiv & We smiu wlW rno ormorc n&ere Nmma tdhad Wove the ro rrVV Y 8�m 8 8• fowl Y P n- fA W ' (TYPICAL) ' I v TO MEET SLAB " Wmllnotbo lent Wm 3l.S imhes('/e]vw)whcrc ahmdrdie?recalled named,fllghtbapomt tlircctlY above the lowest river of the Flight L Q r i 1 1- ' 1, on one eWe and 2]incha(698 mm)wlvm hvndmdv ruaProvitled on hnth P.vdv shag be renuned"r Shell tecmmtlem newel pony orvufety g- n . illy 1 ~ oH 31/2" STEEL COLUMN ! e•I vide. Who 1.5 tvcheffeu 8lmm)bclwwo.&a wall and W ewadetil. vatleee 41t,�(�, gp ON v ^, xI,TRH 36"X42"x12" POURED = v 1 " 65:TM1a widW of spiN sa"vwsye shell be iv are.edwee wrN 9gB3L5.2}hmltrwl grip aim.AR m9u'ued hvndtaiH th&Rbo of one of "'"' CCt) m 1 o I y 0 CONCRETE FOOTING mefo➢owa mvidc velmt ili 0 O gtypce orP equi gmspW' ty. V') ml-1 i t I " V §RR314.2Tm.de and naea.The ma.irrmmriar height Stoll be 8.114 mocha a O i BEAM POCKET t I (209 mm)mtlthe mmrmum tmvddePWVWLL6e9wchn f229 mom. Therieer Type 1. Hvndron.wit.circular croaealionellelt hove...hit& x ppo Ices Dc-1'fbx+wo _ ♦__, 2-I 3/4" x II l/8" "-", I " '� I C •perI(77 - PFR LODE f1 ; GROUT SOLID I ..I ° hghtsha mmmdv=@ ybeWwakaNgedgaof Weadj•cmt dunsster°fLLleul l-Wiochev(32mm)avd not grena Wm2mchev Q i I M.L GIRDER I heads.The tied depth andl be mevnued ho"mmodl betwan We vertical (51uw). If the Wvdrail ra wtchnuludahall Wee apenmela (0 z (A •----" 1 I df f on Mwdonofw vtt dsmduad htm t donensiavofm tan 4 ivches IM mare d.t ter Want j A ___ 1 I Y I v ' PeIIA P Jarc 6 af. ( 7m 6m•I 2.13/4" x II VB" I &I 3/4" x II V8" the trevd'•le•dmB edge. lte welYmB Pw£aa of tmds mdlmd"mgs°fe (160 mm)wiN omWmumcmva vecu°n dlmeoalan of 2d/4 mcha(5]mm) IS----- I2-13/4° XII I/B"'LYL F.J. 4 - -- --t- I- y- - - - - elnirwnYWeR besbPedmrtapertWnom uNl veWWiv 48 winW_- _ _ I W M. GIRDER I M.L. GIRDER , ' Pc Stec ght Y eht Type pe Bed f 60 reed), I hwuruvW(2-pererat ul° ). The tea riser her wiW¢w fli IL Hmdrdly wiNn dmerm eta thm b-Il4 imbasl aa,i . V p 1 1 7' 1" ' .__ __ ^�' 111 1,1 11' 8" 11' 8" a rL� o[amin ahllR mat ucecd lh°smsRcnby mmc 0a°3/g ivch(9.S reed). shell a°videv6ruPWla fin&.tech ameon b°N tWn of tlm m SOLID MASONRY d, FURNACE �' O -- aI The grcvmn head depW within my Eight of tmuv Wall not=and the Profile. The finger races&shill begin within a balance of 3/4 tech 11 •'- --� - .--I -.11 tb Wm March reed (19mm ured vmicdl from We Idle.[ I fda filaend PER WITH T.O. �j rmam ). Imam r l,mr tmno Pm w _ gi O ' ' a C) M Achieve vdepW of et lout 5116 mah(g rem)wlWm 7A each Mow We FLUE ' 'd ' - x1_ 0 d I I O <II • p ti I"e S - I " ; I i1 t+'1 $RR314.21Profile The ndiva of cwvume at Won leadin8 edge oTWe wadnt por0ov of the Profile. This m9mmd depth Wall.vtimue for ° '� e•-1 Q lT -' " J 4' d 1 BEAM POCKET ' i ' /� N hanI be an greeter Wan 9116 ioch(14.3 man).A nosing net tat Wm lent 3A inch(10 mm)m a level that it not love Wan 1-3/4 Inches LL � ' 3 I/2" STEEL GOWMN ----- ' 344 inch sore but not mere Won l-1/4 inches one hall be ) pord°v pm m � µ m • GROUT SOLID " i N d, ) 7a (45 reed bemw We moat otWa file Ton mmimlwwidW of .--� °o :d .w IM 'xl - I 36"x36"xl2" POURED o \ To provkod.rommass wiNaofidmea. The grcmcntaamgpro)aWa. Wa ha.dea0 WwclMrcccn mhWllx l-1/9 inches(32®)IoaruuNlum a 1 Z r ; 1 ° CONCRETE FOOTING &Well w[enceed We smWlut nosing projection by mmetlao ale inch oft-3/4inches(]Omm). Ndea ahahhaveammmnm raWue of 0.01 ivW t` I__--_ LVL F.J. _� I I v � \� m (!95nw)Mlwanlwo tlaries,ivcl"d'mg We n"ainguWelevel OrOam (0.25 reed), G.W.B. x 11 T/B" 11 3/4" x II V8" fTYPIGAU UNEXCAVATED GARAGE M f 2 12- /4 y_I y _ I vvdl•vwlb Bemeadofvpadfrom Weumm�dlRito leadleg(123 edge 1 - I I M.L. GIRDER I M.L. GIRDER iv 4" P.G, SLAB, 3500 eI I Riare slWl be vuualasloPm fmm We wdutide of We levmvg edge V" T______II__________ m ' , 1 P I d I ref the tread Above•W vn mglevn more Wm 30 do,..from We IM16 }--, r '----- I 6"x&" 10/10 W.W.M. , _ , waWeil. O deem are mdmed, Wed Nat on reed between PE l v I 1 I Pm pe Provided pe B OUAROS a OVER FURNACE I = I O ON 4' POUROU6 FILL I I' i V I mamanotpm paeagcofa4-inh- w(lM=)aphme. PER CODE PITCH T . .D. $RR3161 fimstoequhal Pmena,balm"iamrsiaimmr&udce& O Fq / EXCEMONS. laakd more Wen 30 Wahe&(]62 mm)Wove We Eom orflMebelow tWE q ¢ I I I have8uuds m[mn Wnv 36 ivchm(914 mm)inhmght. OWnaides of 3-1/3/4" X II 1/5 LVL'F.J. i I • 1.AA°am hoot uircd where We trend da Wu a mwmum of 11 ( )m 8 v+9 P alarm Mew.h.triaofmvm.11.mews ]..here InAr , Oamm I /II 1/8" TJI 230 F J, 0 W O.G. +J 1 ' inches(2]9 rem). 8aedeg low eM1All have gwNe ml ten Wang?nets(864 non) `ft` 0 Qlj � W her hlmassrcd aNcnll from We nmio f the trade. ' U' 73 C� r1 - ,� LL I I 2.The opeviog betwav djmevtwdsia ool limilM oo sliln wiW YpJt316.2 OUWo hmimdane.R ued ds ono E$$) aloW roe of 30 ivchce(]62 mm)oem&a W&edfl.rercu,hilcoila and hem shall Mve P 4 TECo ALL , (� I DROP FND. peomg eqv guar pen \ AQ pNP T--1 I v l aitln ommirwsys,r port I� FLUSH CONN� I v• 1 i0 MEET SLAB §RR314.1Hedr.m w Teemmum hedr.mi"tllpan,ofWwm um nmwny immdafandiam menwal cm•mu fhvtdmm amy 1 x,W 1r 1 S shill.tbele..Won 6 fat,Smala M32 rem)memurcd vemc.11y from Wan .offnphere4mchn(102mm)urmammdameIs . -' I W _ 'V - I f I q ------------------------ --- - -------------------- -------------- Nealaped PlmewjoNNg the vednain8 ar hom the Omar&urfue of We JEFFREY T. BUTLER, P.E. 1. TJ 230 to ix I m c Imdang mPIatform. 2RON: Te dmg°Iv oPninge fortd by rheeq vnd-4 _1 wl` I r I __ adhowm mil ofa6uvdudx open&Itle of.aahway arc BEAM POCKET- I ____________________ _____________________ ry Ire ! _ 3 _ heam.t.4WInam.Wlndea arc 12 Lamdwq Prom)bra mWo.w.whneWe terser end to be of Such aaiu Nuvsphcrc6 Webem(152 mm)eawatPw 9 Ip o GROUT SOLID 10/" 9' 3" L' 1 ' 9' 3" 2' 6yx" C =a&. mumtvuveNmWon1 inche.(254.)Nes shear e. �, 0 5 ,m'x I treads uc valyowu is mtlen Wm lO Wcha(254 reed)and Wcnummum • ' VER IFY M.O. VERIFY M.O. [r1 whdWof my s.dis mtlumth.nbrvches(152 reed). The romtimuous pp m 4 ______________________________ ___ ___________________________________r_________________________. haw lregainedby$RR315.1W.11belocated.toit&whereWe W N e .v o v v •� - v ae v a v a v v a o a&wvowcr. all hen ammimum vac pe g 5 rq fat(0.530 • a a ------------------ ,v ' • ______ r°_ ,v '. I §"RR3'nOgi,hMimm mopevNB area:emetgeaYf A�uam DD U 0.T I v 1 §RR3I45 Spoil ebbs.SPsel noWwnya ve pecrWdedfmioNvm me ilv o W Z usmmp"namafWno,im ofegeen item nhpblmble mom,mbaema.tm W i UN£XCAVATED NOTE, PROVIDE 1114" COIL STRAP ®wit,provides We minimum won widW aluRh§6 iecMt(660 mm)wiN E%d' TON:mweflom465m ).oanings Wau haveamwimumvet etch v _ 4 I _ (305oradhs ifficrmmomhll90 mm)tviNmwn hcaddePW nl l2 Wds& opeWvg ofS equere feet(0.465 m21 e IMBEDDED' IN CONCRETE FOR COLUMNS o I o _ COMPACTED FILL (3'05mm)Iromthco9-11 wge. t(MI a) A rabromltamomr.re W fit m ABOVE LIDGATE PER FLOOR PLAN i i 4RR3I01.2Mm®um opovutg hetghL T'he mmimlw vet Steer aping height ////�� W } (y de6ta(1m"mo�)"I2mcha t]A1 rem) Ammiknotpotlduadue [a4 Shag be24 inchestl0mon) Vl U ' > 1 6incMs(19g2 mm)dWl be provided Aepiril NnhapermiwdN q.l I I be the oily moms of egmn hom eemry of ahuildivg. . . W " i 3146 Circular sal ulvr&bi dlhrveetra AhWlw2(I mehn(SOHvw�).8wdth Themwmum vet clear open g width ay I a ______________________________ _______________________________________ &RR may..Cnc rot Ah nd depN 1n w I.L r $ 4 I a .point m[mom thin l2..1 was 1305 min)ft.Na aWe where the hold " r - a n - - - v - a r . - v - a v '• r - §RR310.1.40,catlwm co.&trains.Hmar AnAy eaaps and stew ` = e mwowaafed[meeWmn Inches nch (15 mm)mtlthn mimmumd War pW �j Ar I i - `___" "__r___________. 0d ro o nin6s chill be oPelaWomlfromshe emidemf the room without the um � r _ a ._____`______________ __________________ __v�__________________________d______ ____ wRmBlWelleasur lea Wm 6Nt am(152 rem). Thew&PWasm I� 3 a h Ar allrbe ender...specified in OnRR314.2��medde of the amvway, of keys orl.h. , . . Q O (C U) -1 r §RR3147 withI 03.4.eta"ve shillwpromddwiW WvmivW.iv /� =1 z U , accmd.a wiW$IeR303.4. 86CDON R3090ARAaRSAMeCMPOR2'g ly 3 Q 'j) J §R3�.I OpmmB Pmlaann Opearl.fimm.pdv.la aearldbaillem O $RR314.g Hodes&In'v pmmcWoa Hoeloem mecailblc&pmc wdm sa'va noxnameafareln•p.gpapmaeaheRmrwpemitlw Other yemmge O 34' O" .hdhtvewWauvd [ere .m. and mYecfOapom sd.b wa wnaa reed nw ddNa46,olmafim D §(24' 0" seedy w , fs� U 2' 0" vlosd Sind wit ll2-.h(12.]mm)g pure bond. maaa&.r Wet monewPeawWaafEandtardmo. Li ' §R3tl9.1.1 Wmtpmcnalealt.In Neewtan"I bo e"mdndof.wr /� Q U §RR3w s LmL pauadmcloeiemodbuilt c,ewnymal provi uildboallng.cce mmloa. (0.48 gone consume treedml tam noconsenm I..thotlmremmm.m L.L omememce votpmof We el An to Irme meatball mwproptfrom ft JON s.Ele c41mm)dwt Scat teas wv,assm consent,ins nerkha hm"Naasbide gouge M312,velmlheh.amma1M1ill be en ths,..I.0a onaontom.tlmewmensal wtmaamwllbmetmmaa6A,to LIR ••- uof§RR312,$RR314 And$RR3l5 whe.wmuimsm height on an micmw M1y harem"Iw ohow,".Am rourfaAnd oommindualI and YR309.3.2. amothe ha IR30921 Vndmli5ma.dnl.Whw PmW.m.muaer unready restlov 6O' O" f.med b .b.1fmbhw fi.owith mgrdeallja nt led Weam way is m&wrh tlCm fie 6ametlWe m¢mv ,W PuOaanuumWY hd love v cowered by nbulkhew.clasped wiW hin6edd.n a3l4homfimameuna ndmg dwag, p1ON:relies ofokLack, ,,ati meWey4h"w fimnatnuc" draw"vnland of me 1A)m of W"T,Typ"S,1y X,OmNwyCaireWkH on to 9nege eNenndme hyv"f 12im1-NIcIS]ype-%,tYPaum boW Imybe L"Wld 1 oc30mPatlaelse. Ao smoor.wlane I"emmannwmmion is a. I YR309.R2 H"av"nW slmetlnw. FOUNDATION PLAN n1 ro m m .________ A �a ua ewno�wyyw,or�sre.m�n:wi�t'lypn�icmap.�mw lmwlaaim A.ndmmwltbme a9ehemAna�feos.t opnil.am6aammw apwnlimm W W SMOKE DETECTOR tmXtrcaellmPtwnea aw mewaoml&nNenvlmPmkcmabr vaWail nPamWn. INTERCONNECT PER CODE When WewWmwJ apmw..la&flo.rseWv8u0mbly,rwmmcmnuppwdng e"pmeti""wb Amro'mv c"dby uamn Iwo SA loch 115 ty rem) 'IyPe-XIYPaumwW negaivelene 3 of � II�Yf�lih'Ali l PROTECTION BY WOOD B STRUCTURAL PANELS SEE DETAIL SHEET FOR PERSUANT TO 1609.1.4, SEE HIGH WIND CONNECTION FASTENING SCHEDULE ON REQUIREMENTS DETAIL SHEET IN THIS SET 2X12 RIDGE I 2X4 C.T. ° 16" O.C. 2XIO RAFTERS 12" CDX SHEATHING 15" FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ATTIC SHINGLE RIDGE CAPS RIDGE VENT EXHAUST AIR SHINGLES R-30 INSULATION FELT PAPER-\ -- TOP OF PLATE 1'0" OH 3-2X8 I/2" GWB CONT. VENT RAFTER WD. SOFFIT CPYP.) BEDROOM 02 BEDROOM 03 a I � m 6" SQ., HIS IG FIBERGLASS Do COLUMNS i tt I RIDGE SEAM IX4 FUR T 4 G DECKING, PAINT 12 I I/4' COIL STRAP 3/4" TIG SUBFLOOR 314" SUBFLOOR TOP OF SUBFLOOR ZS1S1S11� — -- TOP OF CEILING RIDGE VENT DETAIL 2X6 F.J., TAPPER /4" PER FT i 3-2X8 1/2" GWB 1/2" Glues R-30 INSULATION TECO CONN 2" GWB i 2X4 STUDS R-151N6ULATION ' STUDY KITCHEN o I/2" CDX SHEATHING s TYVEK HOUSEWRAP m CEDAR SIDING PROVIDE WATERACE SHIELD P.C. SLAB, FI H i PER AGREEMEN 3/4" TIG SUBFLOOR —_ __ TOP OF 6UBFLOOR TOP OF FOUNDATION R-30 INSULATION GRADE PITCH GRADE AWAY FROM >, COMPACTED v. o„ 58' 0" FOUNDATION FILL .+ + '' 11+' CELLAR T - , n , n , n n W 2-1X6 AOQ SILL :; 2-1 3/4"all T/8" M.L. HDR. •� 0 12 8 2 0 19 4 24' 0 n 5/8" ANCHOR BOLTS WITH 3 I/2" STEEL COL. "COD IL + 23" O.C. '� ` ON P.C. FTC. BILL SEAL ,+ o '.. 6'4" 61411 3' 6" 10'2" 5' 8" 20' 8" 3' 4" /�% Q LL TERMITE SHIELD •+ IL S" CONIC. FOUNDATION .: 1yyy1 B"XI6" GONG. FTG. �' }' 4" P.C. SLAB DAMPROOF BELOW GRADE '" +'t -- -- TOP OF FOOTING 4 m STEP L� IK NN /� /� 24 6-2 CN 1 5-3 _v I ,d• SEE DETAIL SHEET FOR SECTION A-A a ACQ D KING' /��d 2-2x12 HDR. tt u p W, ? T1 ,'1111, Iq HIGH WIND CONNECTION iV m RG 06II y° 'Z REQUIREMENTS ____.i,2-2x12 HDR. LINE OF WALL ABOVEin > Ip Z c03-2X4 POS IDINING - - - - - - - - - - - - - - - - - - - - - - - - OROOM Sl0 00 9O" GLG. HGT. 3 Ixl= ISLANDALL DOORS ON "' 1.L m FIRST FLOOR TO - - - - - - - 2 U lu 2-13/4" X II 116" LVL F.J_ 'h� BE l0 HIGH NOTE, FRAME ROOF SYSTEM -aKITCHENOVR GARAGE ON TOP OF2 CAR GARAGE I FLOOR JOISTS, SEE DETAIL I e" SQ. HBKs COL. 9' " CLG. HGT. 3/4 HOUR RATING ON WALLS IBLOCK TO GIRDER BELOW, TYP. 4 CEILING PER CODE, SEE INO-SECTION R309 ON THIS E� 7 /Q' FEY T2- 1" , IREF, i W.O . —3-2x10__ BE�9RI WALL = 31/2" STEEL COLUMN FLUSH 4 " �� n ' U' 24"x24"xl2" POURED r 5' 0" 4"3' 0 5'r8 3-2X4 POST I o c 2-1 3/4" X II 1/5" LVL F.J. m > v _ — _ — _ — _ — _— - '� - > �j CONCRETE FOOTING - m POWDER LAU DRY _ r I 9p 4 m n oD �' is i U "' ro '" 2- 1 3/4"x 11 l/B" M.L. GIRDER i ti 2- 13/4"x II 1/8" M.L. GIR ER I 4" VTR _ - = g E.F.® u - - - - - - _ _ _ - - -- _ T' —'- -- --- - - -�-- I in N (2x10 Rl'DGE ABOVE) N O JEFFREY T. BUTLER, P.E. 3" MA80NARY FIREPL4cE WITH 20" m . . VENT - B 2-2xB I _-__ HEARTH PER CODE MFPA 211J _ W.Q. + i0 EX �� U - , 1 ---"' --_- 3' PROVIDE FRESH AIR INTAKE T. _ 12 • - ___ AND GLABB DOORB PER CODE - 5 LAV (•• L�V L'�V --- F VERIFY SIZE BEARI WALL w.c. w:c. � 2' 0" " 12 0 y � S 0 TUB gJ TUB SHOWER R I _ My. - —a � E�Tp1 ^ 1 CL d d ww z LU 3 SECOND FLOOR 17 , '^ GREAT ROOM LINE OF ry d A I 1 w n I. ,i 2ii 2�I g" 2 2 _ _____ _ Q p 2 3 2 9'O" CLG. HGT. m� 3-F.J. _______ i�i2b � 1 6 iiiI '21t6 _ 21tb _4ilutv� O a Sj _ R" m , , N.K.III m I :R.R, R,R. ' l CO W.G. r'9 V', O STUDY LL i I'i W SINK r' "v— _- --__. ' `__- _ Q Z mlt 9'O" GLG. HGT. _ :I-____ _ —. Ir —I. l II VB" TJI 230I ---- - -- O D.W. II /B" iJl 130 F.J. + Ib" D.G. M, F.J. + IS" O.O. m _MU HDR. 2-2x12 HDR. 1 {u O MAIN FLOOR 2 57 2„ 2" CD 12'0" 4" T V 4" _ — - 'Lu L^ FO 3 b 3.2X4 OST 6, 6„ ' .H 9'x8 .D. 10'4° 9'xB' .H.D. ,�,2n O vJ Q O V 3" vmunow N 2-1x1 R. exiTwuvnow � 3 Q Y FAI 2B62 2862 1862 2061 a'� O O 1068-3068-1068 V R G.O. PROVIDE SIMPBON PFb6 HOL VOLNO J FROM FOLNOATON To FIRST FLOOR 1 (j COVERED MASONRY PORCH _� 1 � O o S AND FIRST FLOOR TOOECOND FLOOR LL 'U FIRST FLOOR PLAN C.O. G.O. AT wcanoNO NOTED 1 O /P.G. SLAB TO AN APPROVED m `� /FINISH PER AGREEMENT) ' 1 4" SANITARY SEPTIC SYSTEM 1 LIVING AREA . 1038 SQ, FT, Z� U F GARAGE AREA • 552 1 a CASs IRON 1 ni 3-2x8 B.U. GIRDER 3-2xB B.U. GIRDER 3-2x8 B.U. GIRDER 3-2x8 B.U. GIRDER 3-2x8 S.U. GIRDER 6C) HOUSE TRAP - - - -- - - -- - - -- - ---' - - - -- -- - - - - - -- a" 80 HB4G SMOKE DETECTOR — — PROVIDE VINYL RAIL PER CODE _ 1 COLUMN, TYP, INTERCONNECT PER CODE FLUM51NG RISER DIAGRAM (NTS) S EP CARBON MONOXIDE DETECTOR ■■■■ 8 ONE PER FLOOR PAGE : 3'7" 6' 8" 6' 9" 6191, 61811 3' 7" 34'0" 24'0" 4 of 81 58' 0" 34'011 24,0" I `11HIr I I NI yq: 17'0" 7'0" 3' It" 4'0" TABLE R301.4 TABLE R301.6 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS USE LIVE LOAD ALLOWABLE ==, 1 EXTERIOR BALCONIED 6o STRUCTUAL MEMBER DECKS 40 DEFLECTION 2 32 28 2 2B 2 i PASSENGER VEHICLE GARAGES 50 RAFTERB HAVING 6LOPE6 GREATER THAN 3/I2 CW 45 4' ' ATTICS WITHOUT STORAGE 10 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ISO ATTICS WITH STORA6E 20 BATH rxrrDk' iv ROOMS OTHER THAN SLEEPING ROOMS 40 INTERIOR WALLS AND PARTIGIANB H/ISO 30 JL JI - O SLEEPING ROOMS FLOOR6 AND PLASTERED CEILINGS V360 N STAIRS 40 m � m 14'2" �>° T2" 6„ L1'0" __ _ _______________________________________________________„ GUARDRAILS AND HANDRAILS Too ALL orHER BTRIICTURAL nEn6ERe Ln40 U MASTER • G 11 I ' ' Ex IOR WALLS WITH PLASTER OR 6TUGC0 BEDROOM 03 FINISH H/36o BATH � � } TABLE R301.5 3 > ° 's_ 8'0" CLG. HGT. o I MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Ln o 4' 8„ 6„ ° IXiPIN1BERI WALLR-WIND LOADS WITH BRITTLE How v d 19 ' ' PER SQUARE FOOT OF HORIZONTAL PROJECTION HW a ' LOW PLATE ExTER1oR WaLLe-WIND LOADS WITA 2' 9. O" D U TRIBUTARY LOADED FL 1151_E FINISHER L/120 m AREA IN S=ARE FEET 7'6" 23'8" �I FOR ANY B LCTJRAL NOTE: L. fiP H AN LENGTH, " SPAN HEIGHT y N U 0 0 TO 201 TO OVER A. THE WIND LOAD SHALL BE PERMITTED i0 BE TAKEN AS 0.1 TIMES 'V S' O" ROOF SLOPE 200 600 600 1 THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE Cn W.I_C. Tv ° DETERMINING DEFLECTION LIMITS HEREIN. 3'0" T 8" = BONUS ROOM FLAT OR RI5E LERB THAN 4 INCHFA PER FOOT 20 16 12 i O G T' 6" CL iN e'O" CLG" HGT. i3 N_ m RISE 4 INCHEA PER FOOT 00)TO LEER THAN _2-2XIO UPSET z,$ Ix INCHES PER FOOT nm 16 14 rz OPENING PROTECTION BY SEE DETAIL GHEE( FORWOOD ° NBC FRAME WALL ABOVE TO G.J. 0. d. CON CTI M 0. AF'�IEi'' o __ _ _ __— - —_ — _ — - — - —-— - — _ — _ ION ix 12 12 PER9 ANRT TO II609"1"4RAL ASEE NE A HIGH WIND I REGNIIREME ITS RISE 12 INCHE6 PER FOOT(ICU AND GREATER U > ACCESS. �^ m - N FASTENING SCHEDULE ON N 11 r G Y "oB a DETAIL SHEET IN THIS BET O W Tn LL ° m 2 2' 6" GL N `9 2X12 RIDGE 2 _ - __ __ ____ N S c 6 z Aa � w 2'S" „ T 8" o 3'7 SEE DORMER FRAMING PLAN BELOW m MASTER ° N 11 w o Li BEDROOM LOW PLATE VAULTED CLG. BEDROOM 02 ; ^" ° 12'0" A.F.F. N c S: ____ W (i ° 8'0" CLG. HOT. ----------------_� _ - „ 1¢� o O O U B 24 10 2 310 0 CL 12 - -------- -- --- 21'5" 11'T, EXIT WINDOW EXIT WLL�`DOW 1 ', I I -2x10 HDR I 28 2 2612 FWH WWI 281,2 2 4 I SEGO D FLOOR PLAN WOOD RAIL I 1 COVERED PORCH iu PER CODE 1 '� (5/4"xb" REMOVE BLE DECKING O O I I LIVING ARE • 998 64, FT. 1 ON RUBBER MEMBRANE ROOF) j� BONUS ROCM = 360 SQ. FT. n x 1 ° s SMOKE ETECTOR MI Q LL 1 INT£RC NNECT PER CODE -2x8 3- B 3-2 B 3-2 3-2x POSTS TO -- - - -- - - -- - -- y ALIGN WITH 1 e CARS MONOXIDE DETECTOR (X BELOW _ _ _ _ _ ONEP RFLOOR 3'7" 6,3" 6'9" 6'9" 6 8„ 3'7" 21011 21011 2'0" 2,0" (� LN `r n1 4'6" 4'0" 6 4" 4'0" 5'2" % W WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL O FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS __ ______________________ _______________ , LL D J1 I1-1 (MAXIMUM MEAN ROOF HEIGHT: 35') p 44-F SHUTTER ASSEMBLY d FOR PANEL SPANS: Q�Y e -X N �y 0<4'0 WIDE SPAN 1 ` 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 ` (OVERLAP AROUND OPENINGS 4") 1 ` T • ii `CI _ '°" C r Iz, ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl • ' 2`rF� 073 93 �2� #100'(w/WASHERS)GALVINIZED OR STAINLESS STEEL �R0 gSIONP� , WOOD SCREW @ 16"O.C. I 1 . II I , ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: JEFFREY T. BUTLER, E. I #10 TEE NUTS ATTACHED TO BLDG.w/#10xl.1/2 (WI WASHERS) )'-. —-— — — — - — — — — — P. , I MACHINE BOLT @ 12"O C. , I e x%Ix RIDGE ' — - -- - - -- -- - - — -- - - -- -- T — T — w 0 � � U I I U J II z BA II I I I I I w Z H Li ULTIPLE SECTION ASSEMBLY: I O I U ' ? ° 1j 1/4" THICK BOLTS • 2' OC 2 _ O 11 Q o } D(B HDR. x-SXB HDR. I O x-2xe HDR. w , N 2 U r, 3 I I w El 0 W 1 I 1 II I �� Its �� Ins a A Ira =_ ____________________________________________________________________ Z N- . R. SHUTTER ASSEMBLY R R.R.' C E RR 6 R.R. IL 3 Y x 1 FOR PANEL SPANS: 11 I 1 1 I 1 I 16" o. 16' o.c • I6" o.ai 16 o.c. 16" o.or�I4' o.c. � 11 � w 4 I M 4' OR WIDER 6PAN I 1 I I 11 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLY WOO (OVERLAP AROUND OPENINGS 4") 11 11 2X4 STRONG-BACKS • 24" OC ASSEMBLY: 11 11 1 J4.310 I I u3lo 24310 I I 1 LT g U. PREASSEMBLE PLYWOOD TO 2x4S: • IOx3" (w/ WASHERS) GALVINIZED OR 11 1 DORMER PLAN 2). ATTACHING STRUCTURAL PANEL2 11 I ZN 3�CJ O.C. 1� f FASTEN TO BUILDING w/ - -_ - - - -- -�- --� --- --- -- -� - -� - - J G3� •Iox3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I PAGE : WOOD SCREW • II O.O. _ _ - - - _ - ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 3' 10" 3'3" T 8" 3'S" T 8" 3'8" 3' 10" Of 610 TEE NUTS ATTACHED TO BLDG. w/ •IO%I-1/2 ( W/ WASHERS) MACHINE BOLT • 12" O.G. 34'0" FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT S' O.C. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 1RUS0 OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-10d NAILS GABLE END TRUSS FASTENER SPACING I 2 FEET 4 FEET S FEET PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN 0 FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 0 FEET I 2 I/2 Y X9/j WOOD SCREWS 12" W to-Bd F •eIS" " " 12" `-3 NAILS SCREWS a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND H/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.C. MEAN ROOF HEIGHT OF 33 FEET OR LESS. EXCEED 40 FT. MAX. 2"x4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. \\ BRACE WITH 4-I0d NAILS c. NAILS SHALL BE 106 COMMON OR 12d BOX NAILS. H/2 BUT NEED NOT V d, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE EXCEED 15 FT. MAX. GYPSUM BOARP ATTACHED UTILIZING VI5RATION-RES16TANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT l° O.G. WITHDRAWAL CAPACITY OF 4SO POUNDS. //`///`//� 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNES6 OF VI8 INCH (II.I m) o 10-8d NAILS AND A MAXIMUM OF 8 FEET (2438 mm). N F. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT d HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES g. TABLE FROM SBCCI - IS55 EDITION. FIGURE R403.1.1.1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3.(oa) 0 m EXTERIOR OR BEARING WALL m TOP PLATES ENDWALL JOIST A A STUD BLOCKIN NOTCH GREATER THAN 50% OF THE PLATE WIDTH BLOCKING ISd NAIL AT 24" O.G. GYPSUM BOARD BORED HOLE MAX DIAMETER 60% IS GAGE (0.054") AND 1.5" WIDE OF STUD DEPTH METAL TIE AGRO55 AND TO EACH SECTION A-A x SIDE OF THE NOTCH WITH B-Ibd 5/B" MIN. TO EDGE NAILS EACH SIDE Q Q 5/8" MIN. i0 EDGE WOOD STRUCTURAL PANEL W FLOOR BRACING AT END BAYS INSTALLED IN ACCORDANCE r C' ALL PANEL EDGES) (TABLE 3.I1,WGFM HIGH WIND EDITION) Q NOTCH MUST NOT EXCEED TOP PLATES n d) r ry 40% OF STUD DEPTH (WFCM FIGURE 3.6b) Sol MAIL AT 12" O.C. ON ALL ((��((�� u � FRAMING MEMBERS NOT AT UJ M (L/ PANEL EDGES O •p PIPE • O (a) OUTSIDE CORNER DETAIL I- X 3 Ln BORED HOLES SHALL NOT ad NAIL AT 4" O.C. tz BE LOCATED IN THE SAME Z CROSS SECTION OF CUT OR NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING (A NAIL AT S" O.G. GYPSUM BOARD (ALL PANEL EDGES) 2" MAX. U- NOTCHINGAND BORED HOLE LIMITATIONS NAILS BASED ON SPEAR SHEAR WALL REQUIREMENTS WOOD STRUCTURAL PANEL FOR INTERIOR NONBEARING WALLS INSTALLED IN ACCORDANCE ISd NAIL AT 24" O.C, WITH NAILING SCHEDULE ENGINEER: (WFCM ISS5 SBC HIGH WIND EDITION, 3.4.3.1.1) NO CEILING J (TABLE 3.1, WCFM HIGH WIND EDITIONNE DIAPHRAGM -CENTER 2x BLOCKING ad NAIL AT S" O.C. ON ALL //�r�OF T ON SHEATHING JOINT / `� pFY T RAFTERS AND CEILING REQUIRED FRAMING MEMBERS AT PANEL F. 'P EDGES AND 12" O.O. ON ALL 9 JOISTS OR APPROVED ON WOOD STRUCTURAL PANELS ROOF TRUSS ON GABLE FACE AMC) ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON 6HEARWALL REQUIREMENTS PANEL EDGES 1 I��T (b) INSIDE CORNER DETAIL = TOP PLATE- TOP PLATE SECOND STORY SEE DRILLING AND \��"p U?34 O' NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING ~ �10" JOIST 16 PERMITTED TO PREFERRED METHOD JEFFREY T. BUTLER, P.E. BE CUT OR NOTCHED WALL STUD- FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND TOP PLATES SEE DRILLING AND NOTCHING PROVISIONS BOTTOM PLATE NOTC14INVG PROVISIONS WFCM SECTION 3.4.1.1.1 WFCM SECTION 3.3.1.1.1\ I/3� gpq /3 SPA w U m 1 I JOIST ENDS TO BE WALL U O i F— BLOCKED AGAINST WALL WALL STUD O T LU ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4" 4 Z Z O WITH WFCM 3.3.1.3-END RESTRAINT \ / W Q r FOR BLOCKING AND 3.3.1.4 BRIDGING /}t\ o BORED HOLE MAX TOP PLATE BAND J018T AND BRIDGING DIAMETER 40k OR BLOCKING SEE WFCM SECTION 3.3 aa OF STUD DEPTH BEARING TUD TO RAFTER CONNECTION I nl® Q W z O 6 R FLE a uoe 21" CLEARANCE 30" W Q ' 5/8" MIN. TO EDGE WALL HEADER OR FLOOR TO FLOOR CONNECTION IN'�FRONT of CE 3 Z DEPENDING ON CONDITION, SEE Q O Ul _ OPENING e '4 '/' DEF L6 ON SHEET 2 OF 2 THUS SET W 3 ly a 5/8" MIN. TO EDGE LAP JOIST 3 IN, MIN. LAVATORIES BOTTOM PLATE WATER SHOWER X U NOTCH MUST NOT EXCEED BAND JOIST 26k OF O'ND DEPTH OR BLOCKING FULL LENGTH CLOSET O 3 Q U) HEADER STUDS WALL STUDS " WALL OR BIDET a NOTCHES SHALL DEPTH BE JOIST ; 15 15" WALL O p LOCATED IN MIDDLE ONE-THIRD SILL PLATE OF STUD LENGTH CRAWL SPACE _______ NOTE U OUBFLOOR UPLIFT CONNECTION OF 16 REQUIRED B IF HOLE Ifi BETWEEN 40k AND 60k OR BASEMENT = -- E OF STUD DEPTH, THEN STUD MOOT BE _ _ ___ ___ AT EACH END OF HEADER AND TUB + S FOUNDATION AT BOTTOM OF HEADER STUDS IN BORED HOLES SHALL NOT DOUBLE AND NO MORE THAN TWO li,�,\ NE7,UPLI�'I' BE LOCATED IN THE SAME ADDITION TO CONNECTORS o CRO66 SECTION OF CUT OR AND 6 SUCCESSIVE 5111D6 ARE DOUBLED CC.ji'�NEC�'Q WALL STUDS AND AT TOP AND U °e AND 0 BORED LA BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE NOTCH IN STUD ' ' A TIJH PLATFORM FRAMING INTERMEDIATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT �� ' WATER CLOSETS (WFCM 1995 SBC HIGH WIND EDITION, 3.4.1.1.1) CONNECTIONS FOR OPENINGS FIGURE R307.2 (o Of I MINIMUM FIXTURE CLEARANCES The design of this structure is b sad pon the prescriptive approach a In the GENERAL NOTES: (TABLE 3.8 WFGM HIGH WIND EDITION) g R PP g g 1.All work shall be performed in accordance with all state, 120 MILE PER DOUR ZONE - NAILING SCHEDULE Wood Frame C}nstruction May I11 Jr Windpoltlon (WFCM)publllshed bylT,te American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Ass. ration. (1995) ; I having jurisdiction and best standards of construction (120 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3D Non-structural a amens are based upon The New York Slate Residential CodeJanuary 2003 practice. (TABLE 3,1, WFGM HIGH WIND EDITION) Forms Climaticland Geographical Design Criteria,see Table R301.2(1)on cover sheet. The American Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumber to be Douglas fir#2 or better to all work performed on this project. SHEATHING LOCATION STUD SPACING Wind LlmitalionsSectlon R301.2.1 P p j (BEE NOTE U (INCHES, D.C.) OR PANEL BIDING FOR Bd COMMON NAILS JOINT DESCRIPTION NUMBER DF NAILS NAIL SPACING Design Criteria-Section R301.2.1.1 See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions attention al the site. Any (BEE NOTE 3) (INCHES, D.C.) 9 ( discrepancies to commencement must be t of construction, the attention of the Engineer ° Fastening Schedule For Woad Structural Panels) prior to commencement of construction. The Contractor shell be E 6 (6FS NOTE 3) ROOF FRAMING Dead Load-Sectlon R301.3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE 16 F 6 (SEE NOTE 3) ° Live Load-Section R301.4 except for hidden job conditions. RAFTER TO TOP PLATE ROE-NAILED) 4-8d PER RAFTER Light and Ventilation-Section R303 3.Contractor shall guarantee to the Owner that all materials and E 6 Minimum Room Areas-Section R304 equipment Incorporated in the work will be new,and that all work INTERIOR ZONE 16 CEILING JOIST 70 TOP PLATE (TOE-NAILED) 4-5d PER JOIST Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 12 (BEE NOTE 2) Sanit dlon-Sectlon R306 of one year from the date of the foal Certificate of Occupancy. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-I6d EACH LAP Toilet Bath and Shower S acesSection R307 4 (BEE NOTE 4) P 4.The Engineer shall not be responsible for the construction means, E CEILING J010T LAPS OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP GlazingSectlon R308 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Section R309 precautions and programs In connection with the work,and he F 4 (BEE NOTE 4) Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out COLLAR TIE TO RAFTER (FACE-NAILED) 6-Bet PER TIE p E- NAIL SPACING AT PANEL EDGES SNJ Exits-Section R311 the work In accordance with the construction documents. The BLOCKING TO RAFTER (TOE-NAILED) 2-Bet EACH END LandingsSectlon 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 shall be made In the documents RIM BOARD 70 RAFTER (END-NAILED) 2-16d EACH END Slekways-Section R314 and/or the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMINGGuards-Sectiondmi s-S R318 5 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 5 The contractor and all subcontradore shall maintain continuous Simpson 5trong-Tle 2-I6d (BEE NOTE U PER FOOT Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU65 FRAMING °. TOP PLATE TO TOP PLATE (FACE-NAILED) Foam Plastic-Section R318 Compensation,etc.)and general liability in an mount not MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42(G20.49, THE NAIL SPACINGS SHALL BE •° MTS30C OR CSI6 III Flame Spread and Smoke-Sedlon R319 less that$5 mllllon and automobile IIab111ty and damage REDUCED TO 6 INCHES O.G. COILED STRAP TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH BIDE 9 Insulation-Secllon R320 coverage not less than$2 million. The Engineer shall be '� AT EACH ROOF RAFTER STUD To STUD (FACE-NAILED) 2-161 24" O.C. Dwelling Unit Separation-Section R321 a named Insured on any and all policies. Moisture Vapor Retarders-Section R322 6.Provide 0.025'aluminum termite shields over fibrous 3. TABULATED 6 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU66 FRAMING USE B-I6d NAILS AT HEADER TO HEADER (FACE-NAILED) laid I6" O.O. ALONG EDGES Protecton Against Decay-Section R323 insulation at all perimeter sills. MEMBERS WITH G)CAS. FOR FRAMING MEMBERS WITH 0.42CGL0.49, THE NAIL SPACINGS SHALL BE EACH END Protection Against Termites-Section R324 7.All wood In contact with concrete or masonry to be Wolmanized REDUCED TO 4 INCHES O.C. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I1 PER 2x4 STUD Site Address-Section R325 or pressure creosoted. Accessibility-Section R326 8.A single station smoke detector alarm device shall be Installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSB FRAMING q 3-I6d PER 2x6 STUD Flood Resistant Construction-Section R327 in each bedroom,on all floors and shell be all Interconnected per code. MEMBERS WITH 370.49, FOR FRAMING MEMBERS WITH 0.49GKOAS, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER lay 4-166 PER 2x6 STUD 9.All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.O. Foundations-Chapter4 as per New York State Code. CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, £NOJOIST OR BLOCKINGFACE-NAILED)( 2-I6d !SEE NOTE I,D PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 10.Heating to be designed to provide 70 degrees F.with outdoor Simpson 9trong-Tle per square foot. Contractor to consult Engineer if different sail materials are found upon excavation, designed air-temperature of 0 degrees F.and 15 MPH wind. FLOOR FRAMING or test hole,for alternative footing and foundation wall design. 11.All electrical work to be In accordance to the rules and CSI6 II'4"COILED STRAP - regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is 16" O.C, USE 4-Sri NAILS JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Bd PER JOIST Foundation Notes: to be presented to the Owner at the completion of the job. AT EACH STUD, WRAP %"Anchor Bolts(SSTB 28)See chart on this sheet for spacing 12.Plumbing Installation to comply with State and Local codes UNDER BILL PLATE BRIDGING TO JOIST (TOE-NAILED) 2,Bd EACH END 8"poured concrete foundation wall,8'0'high,3000#test and the sewage disposal system to meet Health Department standards. BLOCKING TO J016T (TOE-NAILED) 2-Sd EACH END Minimum depth-Section 4031.4,48"minimum coverage to top of footing 13.Do not scale drawings. Use figure dimensions only. MIN OVERLAP 15 12" 1W x 8"poured concrete wall footings,3000#teat 14.All work to conform to the rules and regulations of the New York NOTE P BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3.11 EACH BLOCK 2.1%"x 11 7/8"Microlem Girder(or3 A"x 11 7/8"Power Beam) Energy Conservation Construction Code. All glazed area to be double '0 STRAPS MAY BE 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier glazed and all exterior doors to have Ineulaled cores. , : , . PLACED EITHER s F LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 15.The Insulation protection as indicated on these plans exceeds 0 m 30"x30"x 12"deep cured concrete column footings,3000#test p p 00 UNDER OR OVER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Bd PER JOIST p p 9 the Code's drawings standards. o E Deck end porch footings es noted,3000#test,48"minimum buried depth the These minimum and standards, are instruments of service and SHEATHING Foundation wall to extend a minimum of 8"above finished grade shall remain the property of the Engineer whether the project for , ' 0 ' o BAND JOIST TO J015T (END-NAILED) 3-I66 PER JOIST All footings to be carried down to undisturbed soil , , p0 No fooling shall be set higher than a 30 degree angle from any other footing which they are made Is executed or not. They may not be used BAND JOIST TO SILL OR TOP PLATE ROE-Or 2-I6d (SEE NOTE U PER FOOT Pour no concrete on frozen round or In freezing weather on any other project except by written authorization r the Engineer, '0 e g 17.The engineer has net been retained for site supervision,on-site , , ROOF SHEATHING Provide 3 Y."steel tally columns inspections and certifications as required or requested by the owner, m Backfll shall not he placed against the wall until the wall has sufficient strength and has been contractor or local building department. STRUCTURAL PANELS Bd (SEE TABLE 3.B) anchored to the floor above,or has been Sufficiently braced to prevent damage s by the backfill(Section R404.1.7) UPLIFT-CONTINUOUS PATH CONNECTORS DIAGONAL BOARD SHEATHING • 0 2-66 PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS , I'k6" OR "xB" Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND ' I"xIO" OR WIDER 3-ad PER SUPPORT Drafctopping-Section R502.12 II INSTALLATION MANUAL FOR HIGH WIND RESISTANT � ' ' Flreblocking-Section R502.13 CONSTRUCTION CATALOG C-HW02 00 a CEILING SHEATHING 00 - Floor Construction: ANCHOR BOLTS IN FOUNDATION USE; GYPSUM WALLBOARD 5d COOLERS 7" EpGE / 10" FIELD Y."OSB plywood Subtract,fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION • ' Floor joistsSee Foundation and Floor Plans,spacing as noted NOTES FOR SPACING 00 Simpson Strong-Tle _ WALL SHEATHING Fasten per Table 3.1 WFCM 00 G516 Ill COILED STRAP 2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE: 16" O.G. USE 4-8d NAILS STRUCTURAL PANELS ed (BEE ?ABLE 3.9) Finish floDIS per agreement , , LTP41fi'O.C.AT EXTERIOR PERIMETER � I T' FIREBOARD PANELS Well Constructloo-WFCMPrescriptive Method AND GARAGEIHOUSE COMMON WALL AT EACH STUD USE 48d NAILS AT EACH END 00 MIN OVERLAP IS 21" V I6" aid 3" EDGE / 6" FIELD Wall framing and finishing shall be nailed and or screwed In accordance with Table 3.1 WFCM GARAGE STUD TO G,.RAGE SILL PLATE USE: i FLOOR TO FLOOR GONNECt IONS 1171 4 -, - ad 3" EDGE / 6" FIELD 1x6 Pine fascia,wrap SSP CONNECTOR AT 16"O.C. L� '�F - 25/32" Overhangs as noted USE 4 ad NAILS AT EACH END d1 X GYPSUM WALLBOARD Bd COOLERS 7" EDGE / to" FIELD Vinyl vented saffts SILL PLATE t0 RIM JOIST AND Z LL ad- (SEE TABLE 3.9) Aluminum guttals and leaders RIM JOIST TO STUD CONNECTION USE: O HARDBOARD Sidmg;See Elevations MTS 12, 16"O.C, if Bd (SEE TABLE 3A) Tyvsk housewrap USE 48d NAILS AT EACH END RIM JOIST TO STUD CONNECTION PARTICLEBOARD PANELS /"OSB sheathing,see fastening schedule,Table 3.1 WFCM DIAGONAL BOARD BREATHING 2x4 Studs @ 16"o.c.with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: ''YT Gypsum wall board MSTA 36,16"O.C. ~ w III,/ OR I"xB" 2-ad PER SUPPORT 5/8'Type X GWB In garage Simpson Strang-Tie (X 'F�'MR GWB in wet areas USE 4 8d NAILS AT EACH END G516 III COILED 1/2" SPACING-\ BLOCKING AT I"xIO" OR WIDER 11-ad PER SUPPORT At least one window In each sleeping room shall comply with the exit requirements of section R310 FOR CANTILEVER CONDITION USE MTS12,16"O.C. 24' O.C. ALLOWS Nr p 9 PY USE 48d NAILS R EACH END STRAP WIN MIN 12" ALLOWS o tu Note drilling and notching limitations In figure R602.6(1)for bearing walls OVERLAP AT EACH HOLDDOWN HOLDDOWN N FLOOR SHEATHING and figure R602.6(2)for non-bearing walls. RAFTER TO STUD CONNECTION USE: STUD INSTALLATION SIDEWALL INSTALLATION STRUCTURAL PANELS Follow exterior corner framing detail figure R602.10.5 MTS 12,EACH ROOF RAFTER 1� USE 816d NAILS AT EACH END u- n1 I" OR LESS ed 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method U- Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) RAFTER 70 RIDGE TO RAFTER CONNECTION USE: ENDWALL oLU GREATER THAN I" loci 6" EDGE / 6" FIELD Undedayment application(Section R905.2J) CS20 USE III NAILS IN EACH END For roof slopes of lwo(2)units vertical in twelve(12)units horizontal(17-percent slope), AT EACH ROOF RAFTER r HOLDDOWN 0 0 0 DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CORNER STUD shall be two(2)layers applied In the following manner.Apply a 19-Inch(483 ram)strip of DECK POST TO CONCRETE CONNECTION USE: (PHD5) O 2-Bd PER SUPPORT underia ment felt parallel with and startle al the eaves,fastened sufficiently to hold In ace. CONNECTED TO EN�.a1C I"xb" OR "xB" y p 9 Y PI PB544A FOR EACH POST-USE 14-i6d NAILS I"xio" OR WIDER 3-Sd PER SUPPORT Starting at fhe ease, Inch s(48 111(914 ram)sheets ci underlayment,overlapping ° TRANSFER SHEAR ° successive sheets 19lnches(483 ram),end Fastened sufficiently to hold In place. DECK POSTTO GIRDER CONNECTION USE: ° 2-I6d COMMON ��pF Nf For roof slopes of four(4)units vertical In twelve(12)units PC44 FOR EACH POST ° HOLODOWN NAIL5 AT 10° O.G. �P FPEY L L NAILING FaSOUIREMENT5 ARE 6Aem ON WALL SHEATHING NAILED O"ON4E TER AT THE PANEL EDGE IF WALL SHEATHING 16 NAILED e"ON-CENTER AT THE PANEL EDGE To OBTAW HIGHER SHEAR CAPACIl NAILING RMIREMENTE FOR STRUCTURAL MEMBERS SHALL BE DOIIBIID,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PUTE6, Ice Protection(Section R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: o (PHD5) 0 SHALL Me USED TO MAINTAIN THE LOAD PATH. Undedaymenl In High w4nd(Section R 905.2.7.2) MTS12 @ EACH JOIST Flashing(Section R 905.2.8 -2-I6d COMMON ® CORNER ST EZ UD Tfr ?"' rY. 't ],WHEN WALL SHEATHING IS CONTINUOUS OVER CANNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO -lad NAIL PER FOOT. ) CONNECTED TE O Chimney's and Frespaces-Chapter l0 GIRDERTO DECK JOIST CONNECTION USE: ° NAILS AT 6° O.C. ° Energy Efficiency-Chapter 11,see attached report MTS12 @ EACH JOIST TRANSFER SHEAR 2N Cyr Mechanical-Chapter 12 FO 07,94 9 `vim (TABLE 3.9 WFCM NIGH WIND EDITION) General Mechanical Systems-Chi PORCH POST TO DECK USE: FLOOR t0 FLOOR CONNECTIONS- AR 1aNP� WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14-1Bit NAILS (120 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.13ll Exhaust Systems-Chapter 15 CANTILEVER CONDITION ~ STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Duct systems-Chapter 16 PORCH POST TO GIRDER USE:2-AC4 JEFFREY T. BUTLER, P. , Combustion Alr-Chapter 17 USE 14-16d NAILS SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS Chimneys and Vents-Chapter 18 (SEE NOTE U (INCHES, O.C.) (SEE NOTE 3) (INCHES, O.C.) Plumbing-PartVll PORCH ROOF RAFTER TO GIRDER USE: 13/4" MINIMUM MTS 12 AT EACH ROOF RAFTER BP E 6 6lmpeon 6trong-Tie EDGE DSTANGEL HOLD DOWN BRA(:.KEtS AT SHEAR WALL CORNERS, LU 4' EDGE ZONE I6 I� U LL F 12 (SEE NOTE 2) H-2.5 CLIPS o 16" O.C. E 6 USE 9-8d NAILS AND WINDOW AND DOOR OPENINGS IZ z a INTERIOR ZONE 16 AT EACH STUD F 12 E NAIL SPACING AT PANEL EDGES (IN.) (WFCM FIGURE 3"�a a �•"fib) W A ~ Q F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie w y l U210 2X6 4ri RIDGE TENSION STRAP CO Q Q , m 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AT EACH RAFTER 4 C820 USE ND NAILS Z r W REQUIREMENTS SHALL BE USED. �4 Simpson Strong-Tie IN EACH END AT w O S R 4-IOd x l 1/2" EACH ROOF RAFTER Q O Z O 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING le d AT EACH POST W _ MEMBERS WITH G20.49. FOR FRAMING MEMBERS WITH OAZT.W.49, THE NAIL SPACINGS SHALL NOTE- W 9 a BE REDUCED TO 6 INCHES O.C. ATTACH LEDGER TO FRAMING Li F 'p •� MEMBER WITH 2-1/2" X 5" LAG SEE PLAN O J ,Q V B. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED c D o J: BOLTS AT I6" ON CENTER a N �O FOR COMMON NAILS. O ° 'r 4 s O- ° ° �- ° 4 d4 RAFTER V � ri p n p I f`) p Z� p n Simpson strong-Tie O (TABLE 3.2A WFCM HIGH WIND EDITION) ' u ' ' .' a ATU21 2X6 }$ r SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RE616TING LATERAL 4 SHEAR LOADS c D ` �(D p o D c o D q o p AT EACH CEILING JOIST �p 4 Z d ° 4 .c D 4-I0d x 11/2" G� 4 RIDGE BEA JOIST HANGER REQUIRED FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ,p �) ,tt% � ,p � ,p n ,p o ANCHOR BOLT CONNECTION BOLT 5PACING (Ill BOLT SPACING (IN,) , ';.; _ , , �° d AT CATHEDRAL CEILINGS SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) D o D `1 � L59U OR EQUAL SILL PLATE TO FOUNDATION I STORY 46 Tz �'�" ° p ° 4 ° 1 o Simpson Strong-Tle 4 4 RIDGE !CRAWL SPACE OR BASEMENT) 2 STORIES ALL `) p p p U210 2X6 TENSION-STRAP c ° t / ,, ., !'. 23 36 c 2" MINIMUM 3 STORIESGE 15 z3 AT EACH DECK/PORCH JOIST i,- 61DECOVER ':i;t DETAIL )/��A WALL TO D o ° D o ° D ' p 4-IDd x I I/2' Slmpeon Strong-Tie WALL BOTTOM PLATE TO FOUNDATION3 Is 5ST528impson 6trong1F T EACH ^ (BLAB-ON-GRADE) I-3 STORIES 6 sB FIDUNDAtION ° � 'p �', D TYPICAL PORCH/DECK SSTB28 WITH BP I AT EiAGH POST FOOTING 1 O} PORCH COLUMN CONNECTIONS NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, BEE DETAIL CONNECTIONS D LEDGER CONNECTIONS ANCHOR BOLT DETAIL, AAi7 �V' 3 Zz I, A-Y 14-2 C!5 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESIVE STRENGTH (Ft) WEATHERINNG POTENTIAL TYPE OR LOCATIONS OF CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 2,500 2,500 EXPOSED TO THE WEATHER BASEMENT SLABS AND INTERIOR 61-AB6 ON GRADE, EX EPT 2,500 2,500 2,500 GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2500 3,000 3p00 OTHER VERTICLE CONCRETE WORK EXPOSED T'O WEATH R PORCHES, CARPORT SLABS AND STEPS EXP03ED TO 74E WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000` 3,SOCS` FOR SI: I POUND PER SQUARE INCH a 6.8S5 KP4. A. AT 28 PSI. B. SEE TABLE R301.2[U FOR WEATHERING POTENTIAL. o C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. 8 D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL- AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN T PERCENT, E SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. D N 0 m SEE DETAIL SHEEP FOR A HIGH WIND CONNECTION_- 60' On REQUIREMENTS i I i I 2' On 12' 8" 2' On 19' 4" 24' 0" 0 13' 8" 5' 8" 19' 0" 3' 411 1' 8" m on on PROVIDE ANCHOR BOLTS AT EACH CORNER 12" PIA TO UNDISTURBED 601E AND AT EACH 64EAR WALL (GARAGE) P.C. PIER WITH 6x6 AC on AS NOTED FOR SIMP50N PHD5 (TYPICAL)- SEE POET TO DECK GIRDER. w DETAIL SHEETS PROVIDE 5/8" ANCHOR BOLTS ANCHOR PER DETAIL 23" O.C. MAX. WITHIN I' OF EACH SPLICE IN SILL SHEET, TYP. m PLATE SEE DETAIL SHEET FOR INSTALLATION S" THICK X S'O HIGH ' ."CINE OF DECK ASOV1Ee -•� P.C. WALL ON 161, X 0" r ______________ ', fix'-2rt1�,4C(SGTF2DERF? '�, i POURED CONCRETE FOOTING, TYP. p J-. a `s , NNO ACQ LEDGER I I • ' e ' PROVIDE tu CURB IAT DOOR °, - - ' u I ti O RM14 gRR315 M POCKET q GROUTP EXCAVATED CELLAR ram, sTAmwwrs IIANDRAILg X GROUT SOLID a0 , , _ 4" P.G. BLAB �I B ri ,nJ I n .' _ I, . _____________;_J______________________ 1 BRclovwdW nt nllpo'mb shave We Pelimmed nandw be less loan l heightaMhl°w�Wa � nlulavd B�mcW:a(tl64 mom md965 v�meprclvelmy mevamcdrticelly 1' I 'a {4L COLUMN 1 , 36"X216""X2°PO RED V) av - ' ; •1______________________J____ ______________________O__________ ---- -L i (114 mm)o¢eiWaadc�of hills nWrw.Y.vd Wemum' um dell wWW cf We saiowaye All OnVireadlmndmhsaha116ecominmuellnefull length of ^ Idu � r L LL 1 ngnvedheadmnmhca Hwdrob Wdlnu cchmoredgm0ln.hw Gem the.slit fWe mesa DR P FND. the shine with two or inns caul from¢ mld'vecLL boss Tim top [O CONCRETE FOOTING 1 1 ' „ ' u ' .tdrw.ya[aM blow Wchvdnd bright,maWdmg hcWe mdLWmgv, lb Ya P DD (TYPICAL) - ' TO MEET SLAB nbdlmt belavWl.31.5mche.(]tl]mmlwhem shmdred leinetulled °eerofaflightlo a poutdircc0y above hills lowwtriter offiefllght. P� Q r ' v on one u14 wtl2Xi¢chca(698vm7 w1mrc hmWul.are provNcdm6mh Fade shall he mmmedwehnll to..in newel pohow get, r _[ -- r .., i• i ~ i 1 sidw, mnmm.ln. linlarnile adpnem toe wall nball nave p.P.ae of saltine N� 1 1 1 •-�]� m i � i duet 1.5 imLen(38min)betwem We wW and the motion. ][ 3 1/2" STEEL COLUMN ' 1 - Hard The width.N alnm'vwv h E bo in ammmence with Ny a ¢ 36"x42"x12" POUR. 1 I RR31g5 §RR315.2 Ha°Md gdp.iae.All mqubed hannin f.h.11 be of.mof 011 ^' p'15 CONCRETE FOOTING c' i p q We following typea Or provide equivalent gnapubWty a 43 h , 1 ,-_, §R 14.2 Treads Wnaan.The mwiroum ilea he,glnsh.11 be 8-114lncbes Q ' m _ BEAM POCKET (20)min)and Na mimmum Fast deplhahNl be 9 weles,(229 min). Ins ruer TYpol. Iiandrule with u°imuLr mwvaechov e)uRhuvc,m outside O 3 1 r=RDviDe Dla.aNwe .1= 2-13/4" x II V0° ---- GROUT SOLID O , M1e,ghuha111w mcnsurN venially lwhween kad,°g edges of lM1e adjace¢t domencroftl)castl-I/4w c.(32mm)aedvotgrcaterlhvv2mchce 7(q (O 1=Ere souls M.L. GIRDER I, ; v words.Tom neW depth shall x muauna hodmnmry bawls.Wevadcel (31.). IfWahmemil la sat cueWaritelvdl hnvanpu,mala (Q Y (S w -,-_ - - - y- - - ' plenty of Wefainged,oTh.mnnf.dpawroalfea and ate dghevnglem Wlm¢dm ofmlcnt4 Wrse .(10 need.. dmlgrrnar Woo when u !- ----- ------' I --_--� " c°, We treed'.levtlmg edge. TM1e wv bivg auduce of vud.and oMmgv ofo (160 mm7 w0hvmuimum wore awtim Jimrneieo o[2-1/4 Wchc.(5]mm). � O 12-I - x Il l/y_ 2-I 3/4" x IT l/e" dairwa .boll beNo ad mtice Wan....vmtic.l in 4S omit i----- 2=1 3/4"-X-II T/B"'LVL F.J. _ - 1 r I 1'u a - - -y - - - W , M. GIRDER 1 M.L. GIRDER °, honmvW(2- tdo ). The greatest oner hm twathmm flight T ❑ HanW.lewetha her a rllan6-1/flinches 16omm) m -� I U r it q I„ _ notno Pc B Fh Y Yfm pemen gre ( ivi (L ___ _ _ 11' 8" 11' 8' of TeneeM1Wt not mxepth Wthinmythymorc stairs shag inen(9.SIm17. shn0 provi&ager were Gager rwwe vrt¢m boWnie o 314wf 1{IV- SOLID MASONRY • ' ' �� O - -- ',I The grcamn,rcad depth within my flight of awns vhdl.teased We profile. mof gwrnceeaandlmwewOhma .o the pflinch 4, PFURNACE - u - .__ �` i _ ti wooded by more dom US men(9.5 min). (19 mro)mwevW vmdcvlly film Wn mlbtl M.of the profile and PIER WITH T.C. o o `➢ I � 4 , O FLUE `Q n 0 ti XI(K a I d ,� _ ; , ' withal polio lhofd leofile. ash(gmm)within]/S lvchbses goat 0 1 , 91iR314.21 Pnfee.The raWua ofetlrv.mrt ddw l.IWvH edge of W: widest podiov of the profile. Thin myuired depth sbdlmvWmfar ailyLu BEAM POCKET 1 ____• N 3/4 Tench 19.I mm76Imen �Il mWl moral W.nl�V4 inches 32 vmm)aMllbe Wm (45 mm)na oa1We,Wlw°t roman oP We prolFJe. Tne,vm4nmv wldWof II: - o . , 3 I/2" STEEL COLUMN - 1 ' , m , N GROUT SOLID provided onnldaways wild aohd Men, Thu gonswit nosing pmjechm de hnndailmove We mennaM1dl be l-1/4 inchen(32 mill. mam st 1 O __ 36"x36"xl2" POURED °° _ E _ ,_____ � elbaUmlwcccd Wc.mallednosivgpmjccim by mare Dam 3/g Wph nf2-3/4inenes(IDmm). PAges W111M1rveamioimvmodm of0.ol inch '"'_' 1 r CONCRETE FOOTING • i L 2_I 3/4" X II Ve LVL F.J_ _ _ 1 i, 1 s (9s mm7 hetwceo hwn alnncn,incluamg We°wing et We level°f Ilu,m (0.25 min). : . EN EER: m e -- , 12-I l4" x II Tle_; --tom ; - - .° CAVATED GARAGE 1 ,., ga. go Awing. ( ) IA, 1' ' _ ______ __ 1 M,L. GIRDER use.item Raeun r nWl.[sensed In r we oan 12.'I min OVER FURNACE ON 4G. SLAB, .M, gel 1 ' RimnfiO en fileed nr eweett fromtimund sal obofetngbetween OG NE / I 1 2-I 3/4" x II T/0' i (T7PIGAU EX 1 1. ' I M L. GIRDER ' I 4" P. ----- - , , I ':I ' of We trepd oh¢ve ofmalgle nn[mom Won 30 degteus fmm We ORION 5/B° F.C. G.W.B. Iy " ICAO W.W.M. }-5 , I ' ll _ I veined. Open risenaa perniltted,Pnvieed Wmethe opening between GUARDS _ C " POUROU6 FILL �, tread.awa not permit tlm postage ofa4.i°ch.Wmewder(102 nm)apilue. /\Q� 1 U ` ti RR31Gl OnuO Parcnw,bplemiw wrmvW floor.urfecee PER CODE p- a_, _ PITCH TO O.H.D. EXCEPTIONS. qce v I O , have low rcWooss than 36 i mu(914bove We LL°n. Open mil i i - i 1 � , , hive guvrda not lees tWv36 ivchu(914 mo)1¢h<ighL Open sides°f r-T -- 41 1 I.Anosing iv sot mgvircd whom da l[ead depth iveminimum of ll aWn with.mod aic of more Won 30 inche.(T62..)shove lnaflaw°a r W II T/B LVL,F.J. ( Stale below shed lave guard.ml lees Wan 34 ivche.(864min) qca = iochw 2]9 min). n \ __1LL_, 1 i mhcighnvweuaud veNcdlY ft.Wa vwiad of We treda. 2 Z� II T/B" TAT 230 F.J. • 16" O.G. J 1 '- 2.Tdiddoivgbctwclo aai62 lm.elen. thmrea°n.Wn w,W J'F. 4g3 <(. l N 1 LL , b ' v atofW unc of 301vchev p62..)°cline. RA316.2Ovallo limiadmn Re bed dsm° J ,., q pwJog qu gua pea I I r•' = �' FLUSH ALL O ' DROP FND. n,due oa 'acd Rmrvcvbdcomcs sabell Haut �0 O�P FLUSH CONN' ° muwvyarm amlpomhv r �, TO MEET BLAB ,I gNR3343 Headroom.The,8=boahc32 mor) nllmeta of Wnal1. Wnrmcd of inehin 02..)ornmonIdi Now x11Y Ir' ' nhvllmtbclwe Ww 6fcd,ll.chin(2032 mm7 mcaawcd vcnicsOYlmm paenga of eenham4imne.o02+mn7 wlnorc in amnwmr. m = - - I- ',I ;__________-------------- --- ---------------------- -------------- Wednpea Plaaead)owning Wa treed owing or from hM FlwrcemfoceaFWa JEFFREY T. BUTLER, P.E. or Vh /II VB" TJI HO F.J. IX m .+ bndingwplaaaam. _ EXCEPTION Tim triangular apenl¢gn formed by We ibeq hand m,J O.C. 71- I : o `" - - b° of the aide rnry sin L 1 -------------"""--------------------------- §RIUMA Who&..Winder.arc permitted,paavidcd Wm the width al We meta he of such o eve We[ P 6 in.Ma 1152 ow)Omelet Pme. ontl bottom oil At o n ___________________11___ ' 1 1 am xhurc h' BEAM POCKET - .�r GROUT 60LID w m ' 1 rc*m 10% 9' 3 1" 9' 3' 2' 6/z" umdataprintrot more than l2 incM1a(305 him)fmm the aide ahem lee through. O S IreuJn arc narrower I.n¢t lens Wm to inch.(254 min)and We minimum 1 , 1 f fpA rs ____________y_v'______________;_______________________ 1 VERIFT M.O. VERIFY M.0. M hmdail retiae bin 1RR315'I ehall�he lwuceo.Weurle what the" gRR31011 Minimum opm,vg area All wowlesecY wcepe and mvoe W 0 o dosm.r 14 1 i------_- - -' _ -_-- ca -__Na - r - - of , ru i m.mmpompvt of Wa mom of cgrcv fmmnMNnlblcrmm,v opemvgnhdl have.mimmum nu deerapedng nf5T.9uaa feet(0.530 V O -- c4 - P� i 1RR314.55 hd eaie.S loll whwn per n-n�mwn bins m2) Z lu nu Z 1 3 1 ne °'u°t°r IXCEPT[ON:Gnde Fl°oropevingn shallnve a madenum¢N clew W Z O 1 f 5 r uvn flat(0.465 m2). maWc,provided Wemmimvmbcad wldeAdl 6e26.,060..)with _ t- ' CONCRETE T3",T)P. I 1 wchtnadhwing a]-I/2-mch(19fl usew min,vevd depth s[l2mcbee °�O1°g° 9 Q J to p1 m DROP TOP OF , O ' I (305 new) ¢allow edge Alltmui nhdlh idcohcd,avd lhd riac .1sal M:na mine Wmel9-112 Ptho(ml s), Arshowevnudrwtdof6l'wl, limitbe1.2Mnmmvm weviv6 hc(ghl.Thu mudmum v4 clev opemvg bright LLq } N F ' 1 ' A 6meb°a(19tl2mm)rWllhe acd Ae lenlatmistan Hadmshall be 24inhes(filo min). a/!303 6' O11 6' 0" 6' 0" I 6' 0" 6' 01, I sRR31a6arammalniwlty..cnamweaiwnnahellh.yenimda�pm abmx2ommw(saamm7. �r Iqq 0 ff Ul ' dappwl vo[mom than l21MhCn(305 mm)Iromlhc eido where thc,lmads gg((g10.1.40 u deavtrmva.Emer v n nod rcneoc ZZ I I I 1 I , pwn'nn Ha ny a cope � h IU 0 I , i � � I , , I , are namowar of.,tins Wan llimhea(2]9 mm7 and We minhnum depth of olvmngs slmllbv Opersnovd from the welds o[Wermm wanom We we � s I any Ireee.n.0 nun be Iw.m.a b wane.Usx mini. Treaa eepW a.av - `---' walYing him,meal,reds mwietmt illdmm from ulde of the OaTavy, or kay.Or mole. W NOTE: PROVIDE I I/4" COIL STRAP , unwxnnifnnn no upa,Gnam gRR314.2. (� J � � H IMBEDDED IN CONCRETE FOR COLUMNS ABOVE. LOCATE PER FLOOR PLAN gRR314.7 ll oill JRiomAll.min ahW he pmvidad with dlumivdionm d) mcardnnce w.W 6RR3o3.a seCTl(IN pac9 /� � � 5[ tIANAC,n.opo CANmap3 0 1RR3I4.S Under now protection.Eocl°nd ueeeadble some under sun �,�uoa9.lDpadoe woallom Cheese.hum vpdvongomgoah.<dymt° Q apganond Paryomuhad qmp dmffi 45l imeainer O \ 2' 0" chvlllavewdM, t112-iWl(I2.7 ew),ponofha Protected on We natwvun ae ewnep end mddmwa,bOhc Wmppa wlW e45-minWefw Tyr L-) N 34' 0" � 24' 0" aaameeadJuwiWln-mahoz.]mm)grpanmbnmed mtwlawaawmmyymppwanwnwRrin.neanwnn L.L r I0.309.1.1 Dacrpnmamheo.D,un wWoe"aresse aannpenum°aS a.eda fy 3 gldt31nes not pietist! e¢dosvc nlauseldig s,mo.eservwgefin, W No.26 leawogo o 40O ) asveddiv nowland aWe have mau xPhow doaornminimam a.Mewt.i&tind loved o wed 0 the Numsegegmn beexempt fg u 6, No.2de1lclas onnaohm owl and and hav<un npenNy im Weevy<. k ] d mdinomc."urzibY� nWwvWol'wrp n ma nSmflt10AM21v IR309.22. � is ucmcmn odf V and 9RR3slh.5dwhcneWcmpmudmumhciYphonn O I� ' 60' 0" Goo the beacmrnt finiaMd foer level in ode ad'mevt m themwwn is asn"ashe'd -&a v..swa WMeo me,dmnavamammillay.dwav L) a g j y WchMrs'ea M1ome dwaWoawmamS WeperWan memhtyaWll have % o mined by ahul4Mxd endosurc with wngedtlma Ethic m M1.homnae,ume. 9XCnPne loler fWfl-u avu4nepWdwwdwmbon nhue!-rzutlmw mane,this andw Imerd Wmq Type X,DpTypex,M1nntlmwWlwWledwthe eameoadcmewleaymafveno anixiweloneyPmm RM3.wasel be WMOntl m lMoppo.W:aW... APPOaonao ahnll b:lanw,Wow wIW R]02.3. I n009123IanwoW mµaatica,whore hWmaW mwmwWab wW m FOUNDATION FLANA W�WwNu ea4 mlSINJtleM1roalw adq aahaoameelm di p•n°�' r rp�]4 cream WIvk,T MwgiWl vwnmanu WN tlIa rm,Wnme,.of IA0.5I Opening.ln ho ,amom aepnwom NJI not Ee pmnavaa waeplwMx Ne nalaenanolhvwncpaov< N �i. PAGE : SMOKE DETECTOR w wprz lmemam rzPuao" wibmaaame mabty,..,mmryn p R II M �'fl INTERCONNECT PER CODE �xMo.mlhaMa"uhalowtM1ynmlm man me l.m ps.6Am _ _ II l'1 X dew nr d m 3 of �t!r; 3 20('' rr 1 0" FEP;. T!`IYM OF Sr"'THOL .�!) bq � WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD GROUND SPEED EXP08URE SEISMIC FROST USE/ SNOW DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE pEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD fMPW GAtAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CI_A081FICATION CONSTRUCTION '� MODERATE bLIGHT TO FROM 1998 pERIMITER EDGE ON = 3 II YES Z E T,2 PeF EDGE ZONE . 29.1 Pef FIRST FLOOR • 1690 SQ,FT. 45 Pef 120 B c REVERE 36° TO HEAVY MODERATE FIRM MAPS 40 PeF 20 PeF INTERIOR ZONE . 29.6 P. INTERIOR ZONE o 24.6 Pef 6FD 30'3" SECOND FLOOR • BTS SQ.F , TYPE V 9EDDETAIL SHEET FOR OPENING PROTECTION BY HID CONNECTIONWOOD STRUCTURAL PANELSRMENTS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SL-T CONT. RIDGE VENT _ _ I =I '— -- /ASPHALT ROOF SHINGLES (7YPl- - -- — I II — _ _ ll 611 O.N.. TYP. . DORMERS -- 1 ' MASONRY m i ' CHIMNEY u _ ly -. - - CONT. RIDGE VENT ` _ _— ell SQ. HBIG COLUMNS, TYP LII lil_ - - _ - TOP OF PLATE-- _ T O VINYL RAIL PER CODE— flli=Lill- - m I -- — J t IT _. II TOP OF BUBFLOOR—- -- =rl=�c=r - TOPOFOEILING—- — I_LI 1 - I I - - - - ® � - _ - fREV15ICN TO PERMIT BP 330'42 Ilfll TOP OF SUBFLOOR—' _— -i��' -- _ --_ - -_- - - ___ — - -____ -L I FOP OF FOUNDATION—- -- _ - _ - - - - - - - - - - - ---- im GRADE It 11 III III U iV / II I I I I-II-I I T `- = z ililu ' i ' Y a? 1 ; I - I _LI 'Lq (--- ----------------------------------— ---- I� I , O ' lil I III IIII - IQ 1 1 I- __ _ _ _ x y OO P.O. FNP. WA. FTC., _________________________________________________________ 10 I I 1 I I I ON 16" X 8' P.C. FTC, __ p y p O TOPOF FOOTING—_ _— ,:____r�_______________ ___________________________________ ___ ___________ _______i__!,_�. 11�l��lll ---------------------------------------------------------------------------------------------------- I I I I I FRONT ELEVATION -� 1 ----- --- ---- - -- - - r'-li - --- - ENGINEER: , ---- - - ��pF NEWT TOP OF PLATE — - __ Co YI ((ldl 073 93 k� � 12 _ - _ - JEhi-RLl' E�17LEl2, P.E. T TOP OF SUBFLOOR —- -- -- tI CEDAR SIDING (TYP) TOP OF CEILING —_ _— III F a --- ul dS 4 Ir II - 11 - II II II_- - I 0 ---- -_ --_ I I I I I I I-III IIIII=1 _ - - - VINYL RAIL � IY la Z O PER CODE U l ' L' I I I �� I_ LI lia _ III II -III- TOP OF SUBFLOOR —- MASONRY STEPS, �— FINISH PER AGREEMENT00 TOP OF FOUNDATION — - _ -____ -__ - _ -_ II �-I- I, -- - - __ - GRADE V Ti }y i 1 i i 1 1.1L___`_--_-_---_- 1 i . _ , 1 .. u 1 JI II AREAWELL, TYP. I 1 I I I I I I I I I I 1 I I I I I I I I I 1 ��.�a.. yy�� TOP OF FOOTING — - ' 1 1 __________________________________.------------------- __________ _ 1 , II LEFT SIDE ELEVATION tl dWLT16 dRR3LS TABLE R402.2 cuAROs HArroluas MINIMUM SPECIFIED COMPRESSIVE dRR316.1 ilinam edn mquhcd(762 mm)athavimefoor ogoo mustainiflocen amlmee dRR31WIHannchesh.H64carm brvmg mivimummdml,,..Wit hs semi 34 Iouguards than t[antan36ofi2a(914 oodinoight. OnMielvw.hall hand, vd38iumch(864mmmd965mwl emattlentOncumedvmhully STRENGTH OF CONCRETE and..11 It nmlxen .( .,aba 30 inches(762 an.) Open mdeaar Famlhc. Alliof me Words,shall he pbe idedmrt,the oocsick, gtho cub.welowmml riamfmore min 30ithan 34 hichn(above Wa OmrOr 1.suale. All we oredhmdua„o.be eovommt,cloy,fail length of MINIMUM SPECIFIED gradebelow shed hire ft..Me then 3of f the ha ea. the,oWe wlmt to or manna,tramnft lowest then top COMPRESIVE STRENGTH (F'G) w heighlmuaard vemcilly from the nosing ofthe nerds. an,of.night llumad.ducdty,hove the lowest dam of safety . Par ish, by mecca dj ebd W.I.s a t have apace safely ORR3162 Guad opening hmitatlmnc.Rpmmd guards an open kmmne. klavtlr„ila adjacent to rand shalt have upon ofvot den WEATHERINNG POTENTIAL aides ofmNawey.,trid flo or amen,bem end cae Porchn stand have thm 1.5 inchee(38 man)between the will and the handrail.' idemmh¢k men or amaekWNnm„m,that da nil a vow TYPE OR LOCATIONS OF pn..,a of mphere 4 malm,(102 men)or more in diamekr. §M315.2 Bandied grI,...All"Ithed hvvmoil,shall M of me of NEGLIGIBLE MODERATE SEVERE tha following ,,P arpmidde pmvalm,g.,ability. CONCRETE STRUCTURES PXCEPf1ON:The mmgular oPcnmga formed by the ghee,tread and boMm and of.gander the or.nee of a stairway art Tyrol. Hmmvila wimvmrcnm crass aemion Ahm lunmautaide BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 2,500 2,500 pm Md Wbcofmcbeehcllntusphvrc6Yac.(152mm)ctmampm mmowofulantl-1/4imbm(32mm)mdvmmeatmthm2hwhm EXPOSED TO THE WEATHER deough (51 rem). fPthe lunmail i,no, con.m.hall fine,perimate, U chin, vof.,least inch,(IM men)and not grcmmflan 6-1/4-on BASEMENT BLABS AND INTERIOR 6LAB6 ON GRADE, EX EPT 2,500 (160esm)wUhe mexlm m amCm Aectlon almemimeaf 2l/41mhn men).en). GARAGE FLOOR SLABS 2,500 2,506 d m IRR31D.l.l hEnimm openingarn Allm amPync..andracn 'fypca BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND i opcvmgs ehd tan ntmmmummd ilea apemen of S.T aquae fat(0.530 shellpmvidc OgmeWble Fu,gmrnn,moon ham sides of the 2,500 3,000 OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 3,000 Wiz). profile. The fmgm receen stand bague withinvtltatanee of 3/4 Wch PXCBTION:Orde BOmopemga aheW havaaminmtwm[clan (19 mm)mumdverdca0y ham Wm lruc.tpodm Nth.profile and WEATHER, CARPORT SLABS AND STEPS EXPOSED TO E SOd• � Q opening Of 5 R.fcct(d"5 m2). widevcndcpm Ofnpri16Yvh(emeddemli.T/8 cindraow the WEATHER, AND GARAGE FLOOR SLABS 2,500 3,OOd° 3, wWnt ponwv o(Ihc pmfM. TWe mquarcddepm shall covdvm Emit � MO gRMIal.2Minmvm OPcmng MgW.nCmudmmncteleuopm Mhdght Imt3/8 inch(lomm)maeval thatin nntleas ttmn 1-3/4 inches FOR $h 1 POUND PER SQUARE INCH . 6.505 KPA. VV shall Y:24 holds.(610 men). (45mm)bcl m owtheudestporoofma Prafde. Thcmivmumwidmof A. AT 25 PSI. a the handmd show lM reeme.hullbe 1-1/4 mcbce(32 men)In vmaaie. B. SEE TABLE R301.20U FOR WEATHERING POTENTIAL. O 5RR3101.3MtmmumupevWgwidth ThcmYimmncichad.P°.'ngw,dth `0f 3num). ,(IO men) Edge nhvll MvmmwvmnumrdimafO.Ol smh C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING An !be 20 trachea(508 men) DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED, ,Ili d12N10.1.40pemdm,d eamrnw.Emnrgemy serape andmuuC D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) an 8 s opcvivguhallbc npemBovNhnmtM imWc u[Immmwilhom the um SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN t PERCENT. tt nfbcyaortmle. E• SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. o 0 it Q N 0 Q In SEE DETAIL SHEET FOR A HIGH WIND CONNECTION 60' 0" REQUIREMENTS , , , 2' 0" 12' 8" 2' 0" 19' 4" 24' 0" m 0 nil re 13' 8" 51811 4 a , m I (i PROVIDE ANCHOR BOLTS AT EACH CORNER 12" DIA TO UNDISTURBED BOIL � 'q I 6' 4" AND AT EACH SHEAR WALL (GARAGE) P.C. PIER WITH GI ACQ ' PORT TO WITH GIRDER ' > O AB NOTED FOR SIMPBON PHD6 fTl'PIGAU- SEE i 0 w DETAIL SHEETS PROVIDE 5/5" ANCHOR BOLTS ANCHOR PER DETAIL t > D 23" O.G. MAX. WITHIN I' OF EACH SPLICE IN BILL SHEEP, TYP. i PLATE SEE DETAIL SHEET FOR INSTALLATION ' @" DIA i. UNDISTURBED SOIL ER P.C. WALL ON HIGH '5" THICK X B , P.C. PIER WITH F{x6 AGQ �'CINE OF DECK ABOV I6 X e ' a g i- 1 POURED CONCRETE FOOTING, TYP. P05i TO DEG D ANCHOR f DETAIL SHEET TYP___i___ _ ___Y M___a -- K ABOVFf-_---_ GER N s • pr' U i1ta > O '� I 4 I C ,_______________________J_____ O l •� U' 3' S" ' S" BEAM POCKET EXCAVATED CELLAR �, `� 0 '�� UNDER-FLOOR SPACE, dRR314 STAIRWAYS X GROUT SOLID .q --�--- ' LC a - .19 0 i4" P.C. SLAB i p ._________________________________________s 3xe-AGDih 6Ei2 __ _________, '-i Ul 3 I/2" STEEL COLUMN V1 q J -+ l _• °' ".' '' ° dl1E4Dg.1VmtWtYn.TW mdmToor spin hetweev lhetvEvm atfhe III.woo Width.Slalrwaynetaell nor be tan may 36 Ycbes(914mm)Y ' o• ° ilea wadthilall pomn above the Mdhandna hughtad Wlow the 'q LL `.i °, °'' '•.' '° ' - - 0mrloYY maths oath vvder WbWldivg(mmpt npamauwpled by pew i___~ _____________________________________________ _ _____, hummlm Nlsr)shallb ProvldW wlW vmlEelbn opedvp through rcOmmdhesmmmhmgbt. HevmeOr shall m[pr Jccl more then 4.5 Wchn = 36"x36'k12° POURED d, = LL I � 1---_- 'j fameanWvwawmmlerlorweW, The midmtmvetom NvmWvOov (114 vm)one,ther side of Westa'vway add the minimum ckmwidda of the w '� r -- O FILL IN OPENINGS i CONCRETE FOOTING i v� l y y v ¢peeuvp ah,Smt helm Wapl wmmtmtfar embl5opmnfmt dmrway at mdbclow lhchmdmd hmgh4 roelud'mBtrr'Ids mdlmdion. � (U oO , (TYPICAL) i I l r LL I�JITN CONCRETE O (OA7 eel torewh 100m2)dmdn-Eoor apueeaw Ovemeh ehsRmlbc teen lh"o 3L5 imhce(9tl'!mm)whnca Wodrutuimlelled �, Q r ANCHOR TO EX15T G U .rnWYRvgopmlegr]Wlhe wimiv3lml(914 amen Finish ovum tide and2t mehc,(698 mmJ wtanChmmde mpmwded o¢hoth Z _ aides. (Q N .-I 4ig 3 1/2" STEEL COWMN °d FWSH CONNECTIONS x E O t bvEdlvg. M �( (A q M yS ; ° Eucpmn:The widmofspiaal.Waw.Y.shall be na.,it tmc with tl' TILL 36"x42"xl2° POURED i01 gER408.2 OpmYp(mnudmEom vmtgsOm.TWmlvWm vetam M W1314.5. Cq lsl = _ - e , .mWmlAFgPmdWvnh.6 not be last than sgtmetmt(DA929 Will)fen O � v 'U CONCRETE FOOTING u -; mrh150n bet(lNm2)aundeO r,panavw Oanmtls a } O tq ml_l no '••' y Senn dRR3142 Tends andrimn.The maximum dmr heighuhvll be 8-ll4 meta, D t PROVIDE 36" X 24" li vavUYtleg apeaVng rinll he wiWin3 feet(914 mm)Meati on MIW • , _ = BEAM POCKET f209 Wien),nd We minimum trcd aspen shell be 9 incims('o-29 men). Tbenre, D Sly pROYtoe DEF,FNpG ,_a__, 2.1 3/4" % II 1/5" '--'-- P ACCESS TO CRAWL SPACE I O t bdtling. VmYlatbv"perdvg,stand be mvend fen Wtlr high,and wW height shill hammmed veNcnly betwnn leading manes of meadicarn 0 PER CODE " , ' GROUT SOLID 1POINT LOAD .-, U , wingavo4rhb Smvlded llut thelmldYamdeeof � 00 "a P , nWb W of the follO beads.The egad depth shall be meemred Mdm"�ll,betwnn the eerdcel ([1 'z qU M.L. GIRDER , I v ' ABOVE I the my rhsE nit aamd 1/4 inch 6A men. 1 fthe Ymmmtprojection of. tlrc,dn and.,aright m I to .e r --- sang ( )' YeaaD° m r- ----------------• , -i-- - -i I 1 tphe lrcvd'e leadin6 edge. Thewa11w8 e"rhm of needs mdlmdioge of, -'--- i ' '__ t 2-13/4° % 11 T/5',' F y 2- 3- - VS"_ , , _ 1 °' 1.PerfosatM shntmaal pinW,Orden then 0.0]DYrh(19mm) e,vvwvY shsll6c eloPedmetecpc,thin"oa omt venial in48 ante W B ' 2-I 3- X II l/B" LVL - W M.L. GIRDER 11 8" m 4 - T, - �ii M. GIRDER 4 Ih4k. horiznvtn(2-pcmmtslmpe). The grcilcet ricer hnght wamiv my Rtgnt Q- S t _ - - - - U I e __ �a In i - nfsWry shall oo,ex,rA me smallev[bY man main 3/B weh f9.5 men). N 1 ' N� is. I� �I p U _ __ 7 1' ___ ___ = I '� 2.EvppWed shmtmsW PYW vast Yn thin 0.047iah(L2mm)Aids. TM gcucel Wind depWwilhw my Bight of stain shall col mcced We 11 SOLID MASONRY P�i CE ' - a - - ^ smnlWs,by mart Wm 3)8 wch(9.5 men). 6.1.PIER WITH T.C. I I I@ `sl E A O M dE ' WFLUE 1 e x _ P 6. 0 _ _ 1' t 3/4--g I ALB- - - - -y - - .�- LL 2/JK yl't1� -' � FLUSH M.L. GIRDER l FWSH M.L. GIRDER , calCE.UWdlmd. brtehvmY. trcdshagM voSantalhum 9LL6Yea(14.3 mm).AaoemgaimW.menlu BEAM POCKET , " , (V bnTYe m -- POINT LOAD 3/4 inch119.1mm)bidnil mom Won t-1/4 ivohu(32 am)ehvll be JE GROUT SOLID \11,3 --- A50VE S.6lardarme dolhaf OA35 Yoh D%men winmh•aNer. Pmviecd...tairway.wam aoliariun Tbcgcctlntvaame Injonfimi a l )= O I _ •_-_-- B" X 16" CMU COLUMN , ( ) shall not nmd We cmellast noring prejecdon by main Wm 3A inch o - - - ^'-I °, 36"x36"x12" POURED U UNEXGAVATED CRAWLS AGE (9.5tim)bnwnntwommrin,incladin0'e,acing u,he lava of name2-13/4" XII l/e''LVL F.J, r = 12-1 /4" x II T/BI 2-1 S/ GIRDER CONCRETE FOOTING O 2 Mth thelmldimevd®fitly LE ENGINEER: i ON 4' M - n -g -- ' a- -- - --8- y- - - - - - . SCRATCH GOAT `v Inch(33 men). and WvdmBe. Havntivg of voing stall not emend 1/2 Inch(12 T rem). ----- M.L GIRDER , ,q MIL VAPOR BARRIER abrn.hall be vmWcel at.mrra Tam the muma,m orthalmding ease ° i V T '-- rD , ' of the need,hove elan mgle not more Wan 30 degrees homme POUROUS FILL t EITCE]'Tfol4s: dedWNtheopening between ' B/B" F.C. G.W.B. _ vedcal. open rinn ve p,mmea,provided ' OVER FURNACE = I �Z I .; ¢� b I peen, paaresea , ( tan ram. ' o ; t u rr ° LWhm waremtd b]rllmtlC medltboe,vmtlYflmnpWv�Y treaadm.n« tWe r 4-imah�isamor102mm n PER CODE , 'n_, U ROVIDE 36" X 24" u rt O,easuld ram mt W MvenWitime haft GJ F9,e9 lml'� RXCEPTIONS: d I O ; ' '' l ACCESS TO DRAWL SPACE O J O hvlerinvnpmvWul henYBL mtcpumd wham the and dePW ie asvivimum d'11 r- Y [ 3-I/3/4" X II T/B LVL'F.J. , V, 3 1TMYWvmef aim anwhvmpmYpmaybfive,W dtvlO$00 Ychce f279 men). O s F d3 if the nodu•Omr ues when Eaegnemd,mLm YlayslNwlOan 2 ri i /II T/5" TJ1230 F.J. • I6" D.C. - u O PPnvsd nInrrovkh, mutertb tar ngdnda are 2. �nal 762at4eads as. lamkdmcm've With pmWp pmim0 between ad � Cl M v pY,dmn YprovWe seam-Ym10n11mof the rpstt.Than nWl"l Use of 3WYcMc(]62 mm)mlen. B73A9 J TECO ALL O _ FI L IN OPENINGS " imWYtlm a[ppunbbbu m shsHml be prohibited. N� = � IWi FLUSH CONN� ems i e ITN CONCRETE §M14.3 Ilmdoom The mmlmumheodamnivtH ens ofine eaide-Y OEESSI NP I 3O ; 3.Ovdv-Env mmMu, av®e[m dimibvtlov of .hall not be lm then 6 fact,8 itches rem mevufcd veraaally from ^ %'- ' t r AN HOR TO EXISTING all wP4 PI ) " .___s ________,____ ________ hurled and mole)sle,h"comply with the nqule of We doped Plane adjowng the trcd noein&mfmm the Flom amfine oTlbe JEFFREY T. UTLER, P.E. n V /II VB" TJI 230 F.J. I X - '� - i dEWNIL6. hvdmgmplelfom. B _,E `° •,_______________________________________________________________________ Jt3144Wi"dcn.Widen we died thw Wm¢"dth of me REAM POCKET = L Vmplatlm.,ma y mmtl.,"whemm�dnumdy apmtrd 4 PenNtted,Pmvi ry m meChadnlvmWsmm YtmTWsdata nY of lA cbe(IDvd) Wood at a Print no,mine than 12 inches(3M rem)from the side where the O GROUT SOLID in,en,m 511 Int CLO Us)0 Was erEm„lasn fix,, MAth sma ofa mnweri,nties,bhm l0inchea 2m54 m). andtheminimm F F ,m mSmwYm m ed p w,mhaf vnytreedhrot 15.1 laibe les(152mm} The where the m jA ._________________oa --- _v___o___=_____________o______'_c;_y__` _o _____________v_, ' ,assameJed annPPmp nPw'retmd maaatnrequircdbygRR315.1aM1dbelmkdWintheaidewhewthe W O I.norroom. 00 '• °' - r VmSlamoe opeedvpA sromtrMdrel ohm me grouva,arYnY s I _________________ _____ . •2x8;4CQ1T�GE:R'+ 12-2xlO gI1R3H.5$ red utm.3 slam, ,mlDCd fmmkmm'mc z Tl� Z 4 i-2%8}SGQ1-EDGERi , I , , impendwitmsppmved nPor nYramvulerhl,Ompmed p' Pma ya amp z 3 ae ocomponmtof themmaof egme Dome Wbihble room,•bucmevt or imppErd with mdfgooed ale mdlib perlmelerwa0sran ivsuleled mrmn,proriaed me minimum tread clam dull be 26 inch,(fifi0 mm)with W -U ' i U U IYamedanm wlW DEN11DL1,7. inch trend MvmB V T-H2-inch rem)minimum main death at 12 Ychm Q J jll M 4 DROP TOP OF , OIL)" T O (305mm)Gomthemanweage. .W oevde e1W16cu1cvlic,l,mdtMnu w O ' i CONCRETE 9",TYP. ; l , U yBE4pDJ Amem.Av arrenoPs"Ivglg Yaha bf Klneba l'I57mmg60 rluLLbc vo mom mev9-If2 inches(241 env). Amivim,mhenmoomoftifnt, '/� t - i i Q S I rem)Idm WpmvdWWftveder-dmra Sc/RMI105I[Afw 6achac(1982mm),hnlbepmv,ded. AnpimisniH.Im Permiuedm CD V I� } ' m 4 0 , .scene rmdnmmY wbve merlmvl,legnlPmantY lorabdamdm Eager. be the onymme of mgacae fromunkry oFabuaWing. W ' ' ' , t O 6' 0" 6' 0" 6' 0" 6' On, 6' 0" dna4 mA Eam al of deb 4Th,mdm-eanvasde du0be cleamdd JRR314.6 Gmular nmiov,a.C¢calmmnrtway.A.11 brvev rand depth (K lU vegefbepmmdmgmYmbWlL g Inwenafnrm v,N lm ldmYg Winpomt not mno less lca11in(305(279 from We whem etho W O _ _ ! ---v -- - -- -- -' AllBlbsremovrdhdiddid, Its,Yompibal medfu vypmpm. n nvead or bullfnd be,]aWwn inche C 152nodmTWeminmunany f f O 0 I , ACQ GIRDE(5', e_ AE mmnmgon mneedah,haE hermovdbeforeabWY'mgYomPled my md.hrB mthelenn manfiivche.f152 rem). Trend MPmmany 6X6 ADO POET,TYP• primed for any pnrpme. not ha t ag meeaurcd aco"ustenl dietwn ham a ddc of tM slrmry, `^ shall tax umfmm ve cpnified in ORR3142. V) z 0 H NOTE: PROVIDE I I/4" COIL STRAP ' JER40W EbaWud grminTh,EvYhml grade ofmdrr-Om,avrfsm many J u IMBEDDED IN CONCRETE FOR COLUMNS thegrau I lan6ed al We bolYmatthe taasEne.l howevn,when lWrcYeridmn �emnmpluinionflor.Ad waW9RR303,4,,dn stand be providedwimllluonvmovm d � Q J r°o SanvdwnmtablemrbeYwit Y6Ydw(152rem)ofihe ABOVE. LOCATE PER FLOOR PLAN GnbIOW Door LLihe holding perimeter or where thereherldevn that ihesvr6oe wad don not malty drab tram tlu hulldlvg ebe,We Qmle dRR314.g OMxr cWrpmtntion.Evclosd unecible npue Yoder elan O 2' 0" 34' 0" 24' 0" eYw�mm.efped d npemtnmY4 p�: odddelYYhW grids, eha0heve widt"and„W...fmc mdmy mffita prmochd an the b emlaed afar win l/2-inch(l2.]Ware)gypsum band r'nr A 0 o e t 9RH3149 Bum6md enmeund,unnarys Stairways saving bumhd o TY Is lEE4Dg'6pl°°dn'YW°c�Easr4°0d1°p ler°led l°ump'omY eminum and Enid of We remand build'm6 qwu and pmv,davg uccee Em k O aYg as mYblbla dY Table RlUiptao),the walls endmh,g dinmderEpornpanshdl he provWM win OoadapevYp YnmNava Emthc outaith grdC Wvnm We buamentcWllbOrumptfim me Z mquhcmame of dRH312,518R3H madRR315 wbevtM mwmm hugW O F 60' 0" 5atE3n2a Dom the hummcm finished BmrlCvd lm grad,vdJamtkthe emitwny is U o cammelby a bultheaderalmne with hinged mmn , i , I FOUNDATION PLAN -------- A SMOKE DETECTOR REVISION TO PERMIT SP 33042 �'a'GE ' INTERCONNECT PER CODE 3 of OPENING PROTECTION BY WOOD STRUCTURAL PANELS SEE DETAIL SHEET FOR PERSUANT TO 1609.1.4, SEE HIGH WIND CONNECTION FASTENING SCHEDULE ON REQUIREMENTS DETAIL SHEET IN THIS SET 2XI2 RIDGE 10� 2X4 C.T. a 16" O.C. 2XIO RAFTERS 1/2" CDX SHEATHING 15• FELT w ASPHALT ROOF SHINGLES RIDGE VENT a CONT RIDGE VENT SHINGLE RIDGE CAP-� N ATTIC i � -EXHAUST AIR SHINGLES FELT PAPER-\ W rc R-30 INSULATION -- -- TOP OF PLATE I'0" OH 3-2X8 1/2" GWB RAFTER CONT. VENT WD. SOFFIT (TYP.) BEDROOM "2 BEDROOM 03 U 0 5 o ? o S" SQ.. HIS AG FIBERGLASS - I m n COLUMN$ RIDGE BEAM IX4 FUR T A G DECKING, 12 PAINT 3/4" TtG OU15FLOOR 3/4" SUBFLOOR i -_ _- TOP OF SUBFLOOR 1 1/4" COIL STRAP -_ _- TOP OF CEILING RIDGE YEidT DETAIL I/2" GWB I/2" GWB R_30 INSULATION 2X8 F.J., TAPPER 1/4" PER FT 3-2X6 TECO CONN 0 2" GWB m 2X4 $TUD6 R-I5 INSULATION STUDY KITCHEN o 1/2" COX SHEATHING a m TYVEK HOU5EWRAP 1 CEDAR SIDING m PROVIDE WATER/ICE SHIELD P.C. SLAB, FI H 3/4" TKa BUBFLDOR -_ __ TOP OF SUBFLOOR PER AGREEMEN _- TOP OF FOUNDATION R-30 IN5ULATIONEEE5 GRADE PITCH GRADE `" •r 5810.1 AWAY FROM �� COMPACTED j•" ?i FOUNDATION FILL n CELLAR - , n 1 u 2-2X6 ACQ BILL 2-1 3/4"XII V8" M.L. HDR. [ 0 12 5 5/32 19 4 24' �� 5/0" ANCHOR BOLTS •, •• WITH 3 1/2" STEEL COL. ;• e 23" O.C. •` ••• ON P.C. FTG. SILL SEAL o• D• 6' 4" 6' 1 5/32" OI 6" 10'2" 5r DO 6j1 " (II + X TERMITE SHIELD :� W W $" CONG. FOUNDATION co 9"XIS" CONIC. FTG. :j _ 4" P.G. SLAB { .4 6TEP DAMPROOF BELOW GRADE „!` ' .':HAi", - TOP OF FOOTING Q f- Q " cl N — N Q � 5/4" 6" //.� _ _ _ _ _ 62 _ _ _ _ _ _ _ _ _ _ _ CN15.3_ _ _ _ _ _ _ _ 1 a SEE DETAIL SHEET FOR SECTION A-A G Q W A 2Q3x12 HDR.G //,y0� de �� 2-2x12 HDR.-- }.---- ----R=aW,i • -- --_ -- 1 a Q STEP , �Q O 0 0. FWG 0611 / --' • U p X 3 HIGH WIND CONNECTION iV '" / o5,s 1 Q REQUIREMENTS LINE OF WALL ABOVE n" 7 0 Ill W - "4" A Z (z iD 1 4 0. - - ACQ DE KING- _ - N iv DINING I ` - - - - - - - - - - - - - - - - -sir — — — — , O c0 ,71 3-2X4 POST ROOM FWG 6061I I Q, Tp 9'O" CLG. HGT. • Q iO I ml ISLAND � iI- 2-2XI2 HDR. I �„L - ALL DOORS ON _ _ _ _ _ _ _ Q" O O lu GD x = FIRST FLOOR TO iV ' 5' 6" 5' 6" 12' 0" a' BE TO HIGH - d. 1 in 2-I 3/4" - II - LVL F.J. V r L KITCHEN 1 ENGINEER: e" SQ. HB4G COL, 9'O" CLG. HUT. = _ in I BLOCK TO GIRDER BROW, TYP. i 2' 9" 2' 9" 2'9° 2'9° eV 1 OF NE W `v F �P�vT.BIJT�FU9� 7 0ii 2' 0" � N h 9 REF, i W.O. - - N I 2 Z -2x12 HD . --'--' 4-2X4 POST - I * w rt. > BEDROOM 1 3-2x10_3 BEARI WALL I I n ' FLUSH Q r l I r r r 1 1 I l ro d, 2-1 3/4" X_ 11 T/5" LVL F:J, m 5 0' 3 0' S 8 = I h 1 � F� 0734 ''s �2 9'O" CLG. HGT. I - - — - — N POWDER r ' U - 2- 1 3/4"x 11 1/0" M.L. FLUSH IRDERI X 2- 1 /4"x 11 1/8" M.L. FLU H GI DER I O T^ O p FES OaQ• 4' VTR g E.F.® u:p — _ — ___—_ _ — } ___ _ —_ ._ -. O 4.2X4 POST I m `N JEFFREY T. BUTLER, P.E. ry Z n _ ry 4-2X4 ST -- '- - MABONARY FIREPLACE WITH 20" m00 3n ---_---___ HEARTH PER CODE(NFPA 211) W C 5 O" TECO ALL FLUSH _____. _ * 3" PROVIDE FRESH AIR INTAKE _ 6' -2xI2HDR. O 2 6 tp --'"- AND GLABB DOORS PER CODE D - CONNECTIONS___-_�__ VERIFY SIZE x � LAV ' 1 L�1V L V -_ ._ _'_-_ V' J 2' 0" IT 0" BEARI WALL %\ _ W $ m u W.C. W:C. TUB SHOWER TUB 3"I A CL n cn U BATHROOM I z Ul m SECOND FLOOR '^ GREAT ROOM 'Lw_E oF_FL_ ° Z p = I1'4" _ > 2' S" 9' 7" '" I W Q_ `T-_ ___ _________ 2" 2n g 2 2 9i0" CLG. HGT, U415 ///�� }- cnLF ALL _-- -___Lpv L�v 00 o° STUDY a �, Wv W.C. 1 Y N V TUB SHOWER SINK9'O" CLG. HGT. s O 3 �n i Il T/8" TJI 230 rr F GI Z D.W. _ II /8" TJI 230 F.J. • 16" O.C. F.J. 0 16" O.G. ro 1 0 f W MAIN FLOOR CD 12' 0" 7' 8" z 62 za 2 28 2 W O p O 3�� 1, 62 2 2" 2" 3-2x4 oST 5191, 61 1" 6' 1" 6' 1" b O 3 Q U 3 DO WAI'lOW (V EXIT W¢JDOW M � Q 2-2x R. M 3 FAI 1 2862 2862 2862 2862 O a /'' 1068-3068-1068 FIRST FLOOR PLAN o I G.O. PROvIOE BIMPBON PHD6 HOLpOOWNO I y FROM FOUNDATION TO FIR2T FLOOR K COVERED PORCH W. 0 Y AND FIReT FLOOR TO BEOOND FLOOR 0 LL V LIVING AREA • 1590 6Q. FT. o AT LOCATIONS NOTE➢ SMOKE DETECTOR G [aER CODE .O. C.O. m _ TO AN APPROVED I i3 1 EI 41j SANITARY SEPTIC SYSTEM P m • - po INTERCONNECT U 3 CAST IRON m 3-2x8 BA. GIRDER 3-2x8 B.U. GIRDER 3-2xe B.U. GIRDER 3-2x8 B.U. GIRDER 3-2xS B.U_GIRDER I CARBON MONOXIDE DETECTOR ' HOUSE TRAP -— - — - - - —- —- -— - - - e" SQ HB4G ONE PER FLOOR 1 PROVIDE VINYL RAIL PER CODE I COLUMN, TYP. 6TEP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .I r PLUMBING RISER DIAGRAM (NTS) REVISION TO PERMIT BP 3042 PAGE . 3'T 6' 811 6' 9" 1 6'9" 6' 8" 3' T' 3410" 24' 0" 4a of 1 58' 0"