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07201135 Permit File M1 ~'~nb CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Company: ~2 y'rl f y 7U >Z1 Site: - (Provide Detai lot Plan of Lot) r f Lot No: 5 Application No: ! 5 subdivision: r v ~~0 X r+~`~_ PLEASE DO NOT MARK BELOW THIS LINE Ll No Violations/inspection Approved U Violations/Disapproved ? Approved For Conditional Occupancy C 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) l~ (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ? 12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust inlet to grade ?13. Clean Street/Clean Sidewalk Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) l \ (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control-Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final n must be proved prior to requestin an Occupancy Inspection by the Buildin Div io Inspectio Z Inspector: I Date: " Re-Ins ction- Approved 17-(-og ? Disapproved Conditional -fro6 s Oti- Inspector: Date: t wow Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 931.8 G~ Drainage Esm t. TC=930.3 O 931.8 X27.1 _ _ 9288 21 w "7 1 - 932.4 I a 92.2 _ \ \ 928 7 I 929.2 cV ~ , of l ~ Z 92 .O ; 929.6 40 cp 57 h 52 =929 os 931.4 9276 I ~ 51i ' o 18 93 0 56 of ~o ~ ~ , ~ IW - A 932.2 g I \ 932. \ 929.2 N i 929.7 oil, ~ h I 1 0, ` I = 54 R) 19JI.J T 9291 - 932 8 r v, _ N rc. Tc~ 931.5 930. 1 o~~~ 6 929.4 i 1.52 r 7 - BLAKEE- - = 8 if .93,j 1 LANE jC°92 > .3Q 932. OC 7 931.3 ~f 211 5i, 0 TC=93.3. 16 929. Field J ~ _ ~Q 9328 AdNst to 9 1.5 931.9 i 1 a P-6 T 575Q Chandler Court REVISION DATE & REQUPST '<Yes(1eryl.lA t C 10.25.04 GWV)CORRECIED S`rREETNAME ' r?~,OF~43082 T T ~ T -t ir:.hby sinc@aol com H ; Y 2 NV 03 o5 o7 NEW HOUSE Phone (614895-1922 • -L 1 11 AB 14.13.07 MOVE BAY WINDOW Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVIC S, INC. NV 17.09.07 TRAD. TO CLASSIC; ADDED SUNROOM FORM/1 5CHOMN5TEIN H0ME5 INC. MOUSE STYLE COVINGTON II CLA551C CITY OF DUE N LOT/SUBDIVISION 55 P05T PPE5EPVE SEC. 2 ? SCALE 1" = 20' ? pB. 5 ? PG. 91 ? DATE 08.3009 ORDER NO. DRN. JW CK. FLOOD ZONE X ? COMM. PANEL 390808 ? PAGE 02C1' ? DATE 09.2791 MINIMUMS R: 30' "LANn5CAW COP[ IWUM5 AT LrA5f TWO, 2-1 / 2 INCH PECIPUOU5 TFTE 5 IN THE FFONf YAW Of TH15 LOf, IN5fAL MON WILL OCCUV PUMNG THE LANP50n fHA5F OF THE HOU5~. • rLACMNf OF TNF TWO 711 5 WILL (3F FEL12-Vf 0FI P ~ Y n THE CITY OF PXLIN PFIOF TO I1\15M-LATION." o ~o ~ 926.90 F.F. = 933.80 O o t_ INDICKE5 MAJOP ~J ? fz O FLOOD POulE 9`L9.'l0 100.00' - 10' DPAINAGF EA5EMEN L J I c' 20' NO O z 30.55' 32.89' MILD ZONE z ' 55 I O >v a>' O 19.00 / A/C LINIf n ? j } z 3 18.17 O O 932.0 N O V $ > Q, 29.83 N F„f,nes Z G o V s-- v~ --I W W\_ F.F.- 935,03 1200 .n I 7~ W Q f,0.f393403 `od z F.F. = 934.70 J f 1 ' s > z FiSMNT.= 925.86 1 ~ LNN O > p o 8,00' s 0 (z) W N n v O k ~o!9 JO O a~~ .0 19.00 / O 1070 o > ° 20.30 N 932.70 932.20 ~b 25' BLDG. LINE 2' C~ EA5EMENTK 5' EASEMENT 931.60 _ 931.80 L3UILbEp f0 MAINTAIN J 9' WALK J 25.00'? z EP1051ON CONTIOL 11,0'3/ C FIFE Nl'fJM /C 4 931.'Lb ~ (13MC.) o N01E : (3UILC7~ 6 TO ppOVIM Ml; PFOIECTION PIING Al AiiiiiiiiI fHA5F5 OF CON5T1?UCTION, tAKFMOF~ LAN~ 50' ~ ~ FNC 4EEMCCOMPIJANCE WA1EC? S~pVICL SIZE - 5/ 4"," City or Dublin I HEREBY CERTIFY THAT THE ' APPROVED as NOTED GRADE ELEVATIONS SHOWN ON z ~ PP O i 2~ O~ THIS PLOT PLAN ARE THE PL01 PLAT We hereby certify that the foregoing PLOT PLAN was prepared from RESULT OF AN "AS BUILT" SURVEY information provided by the Client and data obtained from Engineered 1*0111 1„ Subdivision Plan. This Plot Plan is to be used by the Client for the sole 50M\ FOOTAGE DATA PERFORMED ON purpose of obtaining a building permit. The use of the Plot Plan for any other purpose is strictly prohibited. `gnmttn01j"ruprr LOT 11.29/•0 WALK 716.0 STEVEN 2899.0 sco cov. 8978.0 = d. HOUSE -DATE mR OR BU4DER SiONATURE 2 HOY 2 DRNE 715.0 LOTcov. 25.077 = 7313 APPROACH 201.0 By 4 V E Y O 5750 Chandler Court Westerville, OH 43082 E-Mail: hoyssinc@aol.com 2471-07-S Phone (614) 895-1922 +H%,.-.;-/ l ? Order No. Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 GIN CERTIFIED TO TC M50HI01?F5 MITI COUNTY OF UNION LENDER P.B. 2 PG. 91 OR./D.B. PG. BUYER WU1 AMS SCALE 1" = 20' DATE 12-19-07 DRN 0 CH I-OT NO 55 p~sHOOr X21-08 F05f FVp 51 PPM 5~C. 2 PD A, OHIO o o l~ M I I 929.20 rn 929.20 100,00' 10' b~INAG~ rn oM, 0 ~A5EM~NT I \_K'1~ NO Mll.b 7.OQ z z to 931.80 l0 ~ 932.70 ~ I O 932.60 1 ~ - 932.70 ~ 30,0' I 30,0' I O O 2 5TOFY v 56 7026 0 0 19,5 / ~ ~ COVrf:Cl7 ~ N 19,0' M M 11,x' 932.10 CONC°rir 932.70 932.20 933.40 Tb~ , 25' ~~bG INS ,,oe0 2' 51PPNAL~ 5, ~FS~M~N - - - 931.60 25,00' 931.80 931.50 931.80 ~LAKWOF~ LAN~ 50' We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for murlgage loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes. 3 `"~sautwOF,u~u - THIS PROPERTY IS LOCATED IN FLOOD ZONE X HOY COMMUNITY PANEL 390808 731 PAGE 0150 r~ DATE 9 27 9 By JAsubdivisions\Post Preserve\55 RESHOOT.dwg CITY OF DUBLIN- July 2, 2008 Division of Wiling Standards Janet Rizer 5800 Shier-Rings Rood M/I Financial Co Dnddin, No 43016-1236 3 Easton Oval, Suite 140 Phone: 614.410-4600 Columbus, Ohio 43219 Permit Phone: 614-410-4610 Fax: 614-161-6566 htemated ln*edWn RE: Permit Address: 7026 Blakemore lime: 614410-4680 Web Site: www.dub6n.oh.us Permit Number: 07-201135 Dear Ms Rizer: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, ie eyS. Tyle BO ctor of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 9026 &99 LEA 0 F PERMIT NO.: 71 ZO/l 3 BY: Sam/ / Laf/I/ FINAL INSPECTION DATE: 07/,q/- 2,~Vg Building Permit No.: Project Address: Inspection Date AP DA Ins Comments Ins ection Date AP DA Ins Comments Plumbing Insulation IIP17 AP,4 Underground Sewer Footing 95j Final Electric Foundation cl P etA) Final Steel Plumbing Final HVAC /y/~ ~ Foundation /y/ aV ,Apt - Radon C3L DA 50 Z,vr i~~2 0,v~+-F~v0 Final Gas .211 , Preslab Piping Rough Engineering Electric (CWA) Engineering Electric 1 (Pre-Sod) Service Final i~ dbd~ n~ lo- Rough ~4 k 1,4 Engineering Id A~ Plumbing ` f Gas Piping 1//10,7 04 /3 b~28 (Rough) //x/017 AI /.31 -1-0 AP `9Y1~ Rough HVAC 1// 114"1 04 /3c Final Zoning 4 Ilsr/e7 t~ /31 ~5I'9 /N1 19 Fireplace 'r R [w Lv~ Zoning Rough Occupancy yo, 0, ao 7 Framing V11/07 ,~J.~1 44 /J/-, f jN ar d cla ys' /A4, 1 Gx to ha"-q, 0// ,6,V1, jar~os ,9~p y y17/ ,4 /3I Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VlIDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between `v (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and .JO AJ, P. IM/1I OLM S (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: ?6~ YJ)a. k<- y,r%, Building Permit No. 6? -,;b) 16,5- , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) 6 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. r ~ J l - o Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please ) . - JL LJ qaoq Wz, 1212-1/07O I ~ er/Occup Date Owner ccupant (Signature) ease Print) O 7 t~ e Dublin Date \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: jZ Company: Site: bZ~p I J -A (Provide Deta' lot Plan of Lot) c~ Lot No: .~5 Application No: 35 Subdivision: J~ PLEASE DO f MARK BELOW THIS LINE No Violations/Inspection Approved D Violations/Disapproved ? Approved For Conditional Occupancy 1. Clean Curb & Gutter ?10. ;Adjust Manhole to grade (Sanitary/Storm) (Ord 28-98, Sec. 97.38) - Q11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ~\5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) Ord. 40-98, Sec. 53.090 G (O.R.C. 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) P6. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) L118. Remove Erosion Control Measures Comment : Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be ro prior to requestin an Occupancy Inspection by the Buildin DInspector: Date: Re-lns do U Approved O Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 5 Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape7 Land Use and Long Range Planning Commercial ? Code Enforcement Residential Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name G Project Address: Contact Person: Contact Phone: YES NO 1) Approved-LUndscape Plan & ROA YES NO 6) Siga-inftalled as approved YES ' NO 2) Plans, Checklist & Permit on Site YES NO 7) Parma spaces; number & striped YES NO 3) Lighting"installed per plan YES NO 8) Ij udicap-spaces properly signed YES NO 4) Landscape installed per plan YES NO 9) Parking-islands 7 foot minimum ,YES NO-- 5-) Mechanicals screened per code ,YES .y NO 10) Meet residential appearance code Zoning Approved Zoning Conditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of Inspection ; A Inspected B f :r COMMENTS Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type k-u-'aa/ Application # 72-1113-:L Date L~ O7 The undersigned inspectors checked your property at 70,;7_,6 for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS /5 G. /G~/i...i~3 f,~,Sy~c~7'`r~nr~ . ,~li~' L. •~i~-~~±y,~,I. 7`/`o..,~cr/ ~f L v~G~..~c,Y ~y ~Zo Wer y f r x «w +li rtl ~~Y..'y1r.. hL._ APPROVED ? DISAPPROVED By WCONDITIONAL 1 M/I FINANCIAL CORP. 3 Easton Oval, Suite 140, Columbus, Ohio 43219 Jeffrey S. Tyler, CBO Director of Building, Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 Re: 7026 Blakemore Lane, Dublin, Ohio 43016 PTP 55 Building Permit Number: 07-201135 Loan Number: 71078665 Dear Mr. Tyler: We hereby agree that the escrowed funds in the minimum amount of $4, 000. as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property, will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. S' cerely, Ja et Rize gional Vice President CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410.4670 - Inspection Line: (614) 4104680 SUBCONTRACTOR DISCLOSURE General Contractor: .~5 C Ome= Application No.: C ? - ; Zo) 13~_ Job Address: The General'Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* ~Q.t( 0-/ ~kC, 06 CONCRETE* MASONRY a rev. job 'qf:F j- 0& rib kch ~tcs aQ STRUCTURAV Z_ 4"7~' e.4.- S6.5 - O ELECTRICAL* c-A 7 - 4 PLUMBING* HVAC* INSULATION ROOFING* DRYWALL ro uJAvt c!?i~aR, SIDING SANITARY SEWER* or'/' Cxe' LANDSCAPING /erg a ~;r~,r 17A O no cA-IcSwM ,oo FIRE PROTECTION r-- UNDERGROUND %r ' FIRE ALARM O FIRE SUPPRESSION a% r fob 9 - D (A PAINTING 0(p co 0. OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 1/08/08 01 Receipt no: 1781 Type SvcCd Description Amount 2007 201135 BP BUILDING PERMITS Qty 1.00 $300.00 M/I HOMES Tender detail CK Ref#: 4661 $300.00 Total tendered: $300.00 Total payment: $300.00 Trans date: 1/08/08 Time: 13:52:41 THANK YOU FOR YOUR PROMPT PAYMENT Building Permit No.: Project Address: Inspection Date rAP Comments Ins ection Date AP DA Ins Comments Plumbing -oil ~ ~ot~y Insulation DA` 01 Underground Sewer Footing X71 Final Electric !r4l~ Final Foundation cl yl P Plumbing KM A Steel Foundation /y/ al /~r i^' Final HVAC /yl~j /fL Radon ! LI/~ L fdLN~Q~~~ ° ,vy`9Y`e°Final Gas ~ - of DA 5(h / r r W~2 oNG(-F~vO nf~vT irt'A• Piping Preslab Rough LA Engineering Electric (CWA) Engineering (Pre-Sod) Service Final a~dt n~ Engineering Rough Plumbing{; E Gas Piping / 11el 13 (Rough) AM Rough HVAC Final Zoning ii Fireplace 'r oning Rough ~Jp 16161 A Occupancy Z~~°~ ,G~ ~ 1~y0~•~a j~p•,.~1 ~`r .L~i~~.. Framing //spar p.! Gx le ~t~~/7 7,4 /3i CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 M/I HOMES OF CENTRAL OHIO, LLC 3 EASTON OVAL SUITE 310 COLUMBUS, OH 43219 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201135 Address: 7026 BLAKEMORE LN Project Description: Subdivision/Lot POST PRESERVE 2 #55 Dear M/I HOMES OF CENTRAL OHIO, LLC: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on June 21, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number: 7 - 96113 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). Property Owner: MI HOMES Subdivision: POST PRESERVE SEC 2 Lot Number: 55 Address: 7026 BLAKEMORE LANE Approved Foundation Elevation 934.03 Feet above mean sea level. Actual Top of Foundation 934.00 Feet above mean sea level. IN s~ * J. Professional Seal: may Signature of Surveyor: s 313 8/30/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. ~b°l 611 3 CITY OF DUBLIN r Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Oc-* ' 15 , (n Application No. O~ --~O 113S APPLICATION FOR ELECTRICAL PERMIT Job Address ~V z l0 Q~(S! jT rr`e l o r~ Parcel No Subdivision Pas+ (~IrES~-r?`~- Lot No. 55 Owner Name I ~-f0nq ~ Telephone Contractor Name _5a - (J ICL,436C (0' Telephone (~I6~ y(A 2 U I Z- Contractor Address ) Q73lS9j(,bj j ryj (SZ [g, 6 N ~W Dublin Registration No. G'1 - a1 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 o~ Old c3~ $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Ce regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any,pr isibhs'of s6d ws. Signature of licensed contractor or homeowner m~ t g Division of Building Standards Date: 1/1/2001 • CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201135 Date 10/17/07 Property Address . . . . . . 7026 BLAKEMORE LN Parcel Number: 147-0908001000 Alternate Address: POST PRESERVE 2 #55 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/14/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Each home SHALL BE PROVIDED with at Least TWO SHADE TREES, 2" Minimum Caliper in the FRONT YARD, Exclusive of Required Street Trees and Foundation Plantings along the street side(s). If used, SHUTTERS shall be Panel Type (NOT LOUVERED) and shall be ONLY the Following Colors: BLACK, DARK BLUE, BURGUNDY (NOT PERMITTED WITH GRAY SIDING), GREEN & GRAY (WITH WHITE OR GRAY SIDING ONLY). Overhead Garage Doors Will be of Raised Panel Design. A side load garage will not face another side load garage Y CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201135 Date 10/17/07 Special Notes and Comments on an adjoining lot (Does NOT Include Corner Lots). NO MORE THAN 1/3 OF THE HOMES MAY HAVE A GARAGE DOOR: A) FACING THE SAME DIRECTION AS THE FRONT FACADE, AND, B) PROTRUDING IN FRONT OF A MAJOR ELEMENT OF THE FRONT FACADE IN EXCESS OF FOUR FEET. AN OPEN AND UNCOVERED PORCH CAN ENCROACH NOT MORE THAN FIVE FEET INTO THE 30 FOOT REQUIRED REAR YARD. CONSIDER REDESIGN OF THE DRIVEWAY FOR EASE OF MANEUVERING. Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. O C-~(:) Date 1~ tiQlVew ?Remodel 94esidential ?Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51-~~offft__he Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 2 ~d L~l L!4-l_97{to2~ ZAAJ6_ Parcel No. Subdivision/Project Name S Lot No. 6~5_ Owner's Name ~S Telephon~ Contractor's Name t , 114A ~ L Telephone (6/V) e ` 1-2-163 Contractor's Address ~ ~5~ 1+161V' 5T, MZ-S T~ ublin Registration Number T~- Does the sewer discharge into an individual sewage disposal system or s~aJnita sewer? 5A /J--~'EZAJ How far distant from any dwelling, well or cistern is the sewage tank? ~r What is the size of the main drain? ~6 - Of what materials do the vent pipes consist? V Of what material does the house drain consist? C, *INDICATE NAME OF CERTIFIED BACKFLOW TESTER si-J 12-- INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 3` Number of remaining fixtures X $10.00 = $0- Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 4 #0-* Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal / Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT TANK REPLACEMENT FEE $35.00 Division of Building Standards t ATER e). n'(0 `TT) f~i ~ ALL CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201135 Date 8/17/07 Property Address . . . . . . 7026 BLAKEMORE LN Parcel Number: 147-0908001000 Alternate Address: POST PRESERVE 2 #55 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 410.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/11/10 Qty Unit Charge Per Extension BASE FEE 50.00 36.00 10.0000 EA RES PLUMBING >1 FIXTURE 360.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Each home SHALL BE PROVIDED with at Least TWO SHADE TREES, 2" Minimum Caliper in the FRONT YARD, Exclusive of Required Street Trees and Foundation Plantings along the street side(s). If used, SHUTTERS shall be Panel Type (NOT LOUVERED) and shall be ONLY the Following Colors: BLACK, DARK BLUE, BURGUNDY (NOT PERMITTED WITH GRAY SIDING), GREEN & GRAY (WITH WHITE OR GRAY SIDING ONLY). Overhead Garage Doors Will be of Raised Panel Design. A side load garage will not face another side load garage This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201135 Date 8/17/07 Special Notes and Comments on an adjoining lot (Does NOT Include Corner Lots). NO MORE THAN 1/3 OF THE HOMES MAY HAVE A GARAGE DOOR: A) FACING THE SAME DIRECTION AS THE FRONT FACADE, AND, B) PROTRUDING IN FRONT OF A MAJOR ELEMENT OF THE FRONT FACADE IN EXCESS OF FOUR FEET. AN OPEN AND UNCOVERED PORCH CAN ENCROACH NOT MORE THAN FIVE FEET INTO THE 30 FOOT REQUIRED REAR YARD. CONSIDER REDESIGN OF THE DRIVEWAY FOR EASE OF MANEUVERING. Fee summary Charged Paid Credited Due Permit Fee Total 410.00 .00 .00 410.00 Plan Check Total .00 .00 .00 .00 Grand Total 410.00 .00 .00 410.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201135 Date 8/14/07 Property Address . . . . . . 7026 BLAKEMORE LN Parcel Number: 147-0908001000 Alternate Address: POST PRESERVE 2 #55 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . $ • \S •0-4 Valuation . . . . 0 Expiration Date . . 2/10/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/10/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/10/08 Qty Unit Charge Per Extension BASE FEE 70.00 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201135 Date 8/14/07 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 2/10/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Each home SHALL BE PROVIDED with at Least TWO SHADE TREES, 2" Minimum Caliper in the FRONT YARD, Exclusive of Required Street Trees and Foundation Plantings along the street side(s). If used, SHUTTERS shall be Panel Type (NOT LOUVERED) and shall be ONLY the Following Colors: BLACK, DARK BLUE, BURGUNDY (NOT PERMITTED WITH GRAY SIDING), GREEN & GRAY (WITH WHITE OR GRAY SIDING ONLY). Overhead Garage Doors Will be of Raised Panel Design. A side load garage will not face another side load garage on an adjoining lot (Does NOT Include Corner Lots). NO MORE THAN 1/3 OF THE HOMES MAY HAVE A GARAGE DOOR: A) FACING THE SAME DIRECTION AS THE FRONT FACADE, AND, B) PROTRUDING IN FRONT OF A MAJOR ELEMENT OF THE FRONT FACADE IN EXCESS OF FOUR FEET. AN OPEN AND UNCOVERED PORCH CAN ENCROACH NOT MORE THAN FIVE CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201135 Date 8/14/07 Special Notes and Comments FEET INTO THE 30 FOOT REQUIRED REAR YARD. CONSIDER REDESIGN OF THE DRIVEWAY FOR EASE OF MANEUVERING. Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMrr NUMBER I • C-A O 3 Issued in Ohio Under Authority of e M Auditors Taxing District 147 Parcel Number 39-00029016.27 ° N ED t Address of Property 7026 BLAKEMORE LANE J U L 2 3 2007 a Subdivision POST PRESERVE Lot 55 "s J t Applicants Name M/I HOMES OF CENTRAL OHIO Phone Number (614) 418-8543 Email Address CSTAIR@MIHOMES.COM Fax Number (614) 418-8499 Owner's Name M/IHOMES OF CENTRAL OHIO Phone Number (614) 418-8543 Address 3 EASTON OVAL COLUMBUS, OHIO 43219 c as Designer's Name M/I HOMES OF CENTRAL OHIO Phone Number (614) 418-8543 a Q Address 3 EASTON OVAL COLUMBUS, OHIO 43219 Builder's Name M/I HOMES OF CENTRAL OHIO Phone Number (614) 418-8543 Address 3 EASTON OVAL COLUMBUS, OHIO 43219 Builder's ID Type of Improvement New One-Family Residential Improvement Cost $469,773.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 3 Per Unit Number of Baths 2 FULL 2 Sewage Disposal Public Garage Type Attached 1/2 Building Height 31.5 Water Supply Public Number Car Garage 3 a Building Zoning Unfinished Basement 4,1-2-8 /L Fs4 Lot Area 11293 Finished Basement 0 Total % Occupied by Structure 25.67 Lower Level 434 6,30 Front Setback 26.00 1st Floor 4321- /&*0 Rear Setback 30.55 2nd Floor -Wr3,i / -7.9'U Right Setback 26.00 3rd Floor 0 Left Setback 8.00 Other 0 Lot Width at Building Line 75.00 Garage .644 IV O Deck/Screened In Porch 126-~~ Zoning District SFPR Gross Square Feet 5489 W Existing Use of Property VACANT LOT Building Area at Ground Level 2899 Living Area 3491 Flood Plain ? YES ® NO w 0 z Excavator License Number Fee Schedule c 0 Plumbing License Number Initial ,o Electric License Number Occupancy c c HVAC License Number Footage u Fireplace License Number Zoning e 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam p State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the .a proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping specifications submitted herewith, and certify that the information and statements given on this application, Other Q drawings and specifications are to the best =o, true t. . Signature of Applicant Total Date Received Date Received Date Received Date Approved Date Approved ~ Date Approved , $ ~S 149 1 ern 7.oninv Official Plans Fxaminer Tceuina Ai Drainage Esmt. 60 rC=93D.3 931.8 .427.1 ~ - -i - 21 1 4 9'32.2~N o 9287 - IQ- I i 929.2 w \ ~ of 51 'K N I - w- -„w a 9.11 .8 N 92 O 929.6 40 57 52 93~ 1 t =929. - A 931.4 9276 930.0 5 O L- 9322 g - p 9.x,22 _ 929.2 929.7 ( _ ° Qty . knl ; = ab f 54 oil, 14 T =929.1 ~ ~ N 932.8 Qi V' 931.5 930. 929.4 i 93.3.1 LANE rC=92~ 1 O J7 932.2 ~931.3 i TC= 928.67 -r.., TC=gm 929. - ` - L` 931.16 1 (Field i - -T`_ 9 Adwst to 9 1.5 931.9 i 32. 8 j PERMIT NUMBER: CITY OF DUBLIN o7-Ao/i35 mww~ DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIE'W' CHECKLIST J Lot Number: G~ Reviewer: PP Subdivision: Pf~.~ 14; ~ Address: 1 J Date: 702Co O--%, -1 7 ITEM DESCRIPTION YES NO NIA I Is this a revision to 4 Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review, 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades.are shown on driveway and at the rear edge of the pedestrian path, ? 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path, ? 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalkAike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and F oodway + 20 feet is shown and labeled ? FEMA FIRM Map Number: ,390WX01p~ Effective Date: 03.02.9 5 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. L 29 If a comer lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: Q'APPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. FEB-ZO-2004 IU:bUAM them- t-oui r uvti wL SCHOTTENSTEIN HOMES, INC. MIN Post Preserve Landscape Package R e er~ey Series ' ---D5 s AS E5 4 V5 i t ~'1P` 1 4- 5 4 S1' ST 1 ~J SYMBOL: OTY.' DESCRIPTION: SIZE: SYMBOL: QTY: DESCRIPTION: SIZE: ST 2 SHADE TREE 2-2.5" , ES 6 EVERGREEN SHRUB 18-24" OT 1 ORNAMENTAL TREE 1.5-1.75" DS 8 DECIDUOUS SHRUB 15-30" AS 4 ACCENT PLANTS 24-36" ALL HEEDS ARE DRESSED KTR ORGANIC HARDWOOD MULCH ALL PACKAGE MATERLAL TO FOLLOW CITY OFDUBLIN'S APPROVED LIST This brochure is for illustration purpnsea only and i9 not pnrt Of Uny lcPl t011L at_. To provide n--w homeowners with the best possible service, Blendon Gardens and your builder have included a complimentary consultation with a professional landscape designer. (614) 840-000 BLENDON ENS Polaris Desim Office: nznn c,.,;~t, flla Zrero R nr~r~ - 7 "Unr I rM" nhin 43035 - One mile meet of 1-71 Off the Polaris Exit Dublin Residential Appearance Code Submittal Review Sheet House Type: Subdivision: Lot# 1. Verify Garagc Door Opening MaximLrm Width Sizes, If door opening(s) total two or less garage widths - 351h ol'total house width If door openings total three car widths- 4511, of total house width. E.G. 3 car Elston front load garage is 66' wide, Gar. Dr. total 24' width, Percentage is 24 divided by 66 = 36.36cI, /V Percentage of garage door uffront elevation: 2. Verify Front I'ace of a Yd car garage is at least a 16" offset 1'rom face of 2 car garage. Complies 3. The garage door is a Wayne-Dalton Series 9100, Steel insulated raised panel door 4. The garage door color is: 5. The garage door trim color is: (Same as house trim) \ 6. 11 the home has an exterior chimney the material is brick and the color is: C~ i ~ C~- ~ b 7. The l'oundation cladding is brick. Color: b4 C~ 8. Rool'ing Material is Certainteed Landmark 30 (30 year wan-.) series, Dimensional shingles, 240-245 Ibs/square, Exposure of 5", Color: Weathered Wood 9. Exterior Finish/Siding Materials: II'the home has any of'the Following prcxlucts, mark which one and supply the color ol'the product (Max. of three types of materials on the front of the home) LF= Life Expectancy in years Brick, LF=100+, Color: a 1~ }(0 Cement Board, LF=50 (Hardiplank), Color: k"'Viv" Stone, LF=70+;-Color: Stucco LF=70+, Color: rJ J~ 10. Four Sided Architecture Two design elements on each side elevation: Complies One design element in each vertical hall on each elevation: Complies t/ One design element 9' above the first Moor: Complies CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST v Application No. 0 7 - -2 61 -3.5' T o C- M 0 C) o " 7 0 Date Reviewed fry/2 / o d _ U r- a a Plan Reviewer's Comments & Notes Reviewed By i2o J7 c Z a Q U w U _U C Approved Disapproved o = M Z > N C d OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 3/4' max. riser 10" min. treads and 6'8' headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation 13/8" s.c. or 20 min, door and 5/8" gyp. Bd. Type "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress ? 5.7 sq. ft. (24" net hgt. 20' net width) max. window still hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 216"x 6'8"(min) R311.4.3 Landings ? Minimum X x 3' R311.2.2 Understair Protection 112' gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt.lhallwaylbedrooms wired to prime electriclbattery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pieripad size & location(s) R403.1.6 Foundation anchorage 1/2' anchor bolt @ 67cc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems r/ R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans r/ Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 46n0ineeredd 1/2' for wood & steel/ 3' for masonry & concrete R502.11.4 ,Floor Trusses e sign required at Frame Inspection PLAN REVIEW CHECKLIST C V O E E m ° o` m M U U $ c cE Z° c a Plan Reviewer's d a a Comments & Notes d ° o ° y Z C d R503 Floor sheathing R(402.2) / R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers ? R602.10 Wall bracing Tables 502.5(1) B R603 Steel wall framing R502.5(2) R703.7 Masonry veneer R802 Wood roof framing Table 703.4 R802.3 Framing,. 11 details Sh R802.4 ow truss profiles on roo(p/an Allowable ceiling joist spans Rafter ties, joist not perpendicular to rafters R802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses R807.1 Attic access inspection required at (naming j R1001 Masonry chimneys 22"x 30" R1002 Factory built chimneys i Spark arrestor with rain cap per City Ordinance R1003 Masonry fireplaces ? Spark arrestor with rain cap t R1004 Factory built fireplaces Table 1003.1 Figure 1003.1 i RIO 5 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1,000 blu/h Table R602.3.1(2) Front & Back Form Revised 04/12105 C^ 7.2v t1 blo 7 INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 FROI`S: CORN ERSTONEENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Unconditioned Ducts: - All ductwork located outside the conditioned building envelope will be insulated to R-8. Co one Ener i rvkcs Chris Patterson Estimator Energy Star Rater Office: 614-351-1439 Ext. 228 Fax: 614-351-6650 N extel: 614-554-8644 136* 41 *6831 Email: chris.patterson@nstalled.net r Founda#ions4En+ergy Comro RT FROM tHE GnOON0 UP REM / Rate Model Worksheet Builder : M/I Homes House Model ; Covington Standard Model Description : Single Family Worse Case 1) Model's standard window type; Wood Vinyl Metal (Worse Case) Total.S.F. Including slider, transom, side / sky lights. 436 2) Mode's standard basement window type: Wood Vinyl Metal Total iW9ndow$quare Footage: 18 3) Model's standard. exterior doors: Wood Metal Glass Fiberglass square footage of exterior doors: 60.26 Exterior door sizes: 3-016-8, 2-61.6-8 4) Standard.lnsulation: Ceiling R- 30 Foundation Wall R- 5 Above-grade walls R-value 13 Slab floor R- 0 Floors over ambient R-Value 19 5) Basic Options: (Worse Case) Bay Window Full Basement Bsmt / Crawl Bsmt. Walkout Rm over Grg. 267 S.F. Cath. Ceiling 0 S.F. Vaulted Ceiling 612 S.F. House Bump Out: Maximum S.F. 360 • ENERGY CODE INSPECTION CHECKLIST Date: April 11, 2006 Rating No.: Worse Case Senado Building Name: Covington Rating Org.: Cornerstone Energy Owner's Name: Covington Homeowner Phone No.: 614351-1439 Property Various Rater's Name: Chris Patterson Address: Various, OH Rater's No.: 06-02 Builder's Name: l M Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: +UPN.bIg Rating Date: Building Information: Conditioned Area (sq ft): 6033 Conditioned Volume (cubic ft): 49071 Insulated Shell Area (sq ft): 10731 The items below will be inspected for energy cafe certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. t Ceilings: 1. Attic: R30 Attc (2x4 24oc) (1922 s,f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location 2. Attic: R30 Attc (2x4 24oc) (808 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: 1. Wall: R13 (2x416oc) (2827 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: lst/2nd Flr Installation Quality: P A G Face/ Inset Comments/Location 2. Wall: R13 (2x416oc) (347 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face/ Inset REMIRate - Residential Energy Analysis and Rating Software v12.0 This information does not constitute any warranty of energy cost or savings. ®1985-2005 Architectural Energy Corporation, Boulder, Colorado. M ENERGY CODE INSPECTION CHECKLIST Covington 3359WPN Page 2 CommentslLocation Windows and Skylights: Window-to-Wall Area Ratio: 0.19 1. Window. U-0.36 SHG-0.43 (192 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: East Comments/Location [ ] 2. Window. U-0.36 SHG-0.43 (49 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: North CommenWLocation [ ] 3. Window. U-0.36 SHG-0.43 (288 V., West), U -Value. 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location [ J 4. Window: U-0.36 SHG-0.43 (67 s.f., South), U Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location [ ] 6. Wndow. U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location Doors: REWRate - Residential Energy Analysis and Rating Software v12.0 This Information does not constitute any warranty of energy cost or savings. ®1985-2005 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Covington 3359WPN Page 3 [ j 1. Door: Steel-urth w/brk (22 s.f.), R-Value 4.4 Comments/Location [ ] 2. Door. Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Locatlon Frame Floors: [ J 1. Floor: R19 (2x816oc) (267 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant#1 Installation Quality: P A G Face / Inset Commeft(Location [ ] 2. Floor: R19 (2x816oc) (12 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 Cavity insulation. Name: Cant#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 8B GrdeDown (1472 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior Insulation. Name: Basement Installation Quality: P A G Face / Inset CommenWI-ocation [ ] 2. Wall: R5 8B GrdeDown (304 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous Insulation, R-0A Interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt Buffer Installation Quality: P A G Face / Inset CommenWI-ocation Slab Floors: [ ] 1. Slab: Uninsulated (2451 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: REM/Rate - Residential Energy Analysis and Rating Software 02.0 This information does not constitute any warranty of energy cost or savings. ®1985-2005 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Covington 3359WPN Page 4 [ ] 1. Joist 1st/2nd Fir (289 s,f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name:1stQnd Fir Installation Quality: P A G Face / Inset Comments/Location [ j 2. Joist: 1 st/2nd Buff (32 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1sN2nd Buff Installation Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number. [ J 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number - [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [ ] Joints, penetrations, and all other such openings In the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-fight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be Identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ J Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. REM/Rate - Residential Energy Analysis and Rating Software v12.0 This information does not constitute any warranty of energy cost or savings. 0 9985-2005 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Covington 3359WPN Page 5 Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ j Ducts in oonditioned basement must be insulated to R-0.0. [ ] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing Installed between sheathing and ducts. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous duds. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ J Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping insulation: (j HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. 100jIstion Thickness in Inches by Pipe S•¢gg Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.t7' Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0,5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 RW/Rate - Residential Energy Analysis and Rating Software v12.0 This Information does not constitute any warranty of energy cost or savings. ®1985-2005 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Covington 3359WPN Page 6 NOTES REWRate - Residential Energy Analysis and Rating Software v12.0 This Information does not constitute any warranty of energy cost or savings. ®1985-2005 Architectural Energy Corporation, Boulder, Colorado. 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Date: April 11, 2006 Rating No.: Worse Case Senado Building Name: Covington Rating Org.: Cornerstone Energy Owner's Name: Covington Homeowner Phone No.: 614-351-1439 Properly Various Raters Name: Chris Patterson Address: Various, OH Raters No.: 06-02 Builders Name: W Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: V.b1g Rating Date: Annual Energy Consumption (MMBtu) 2003 IECC As Designed Heating: 106.9 99.6 Cooling: 22.4 7.9 Water Heating: 23.9 20.5 Lights and Appliances: 63.2 63.2 Photovoltaics: 0.0 0.0 Total: 216.3 191.2 " This home MEETS the annual energy consumption requirements of Section 402 of the 2003 International Energy Conservation Code based on 6118 heating degree-days. In fad, this home surpasses the requirements by 11.6%. " Design consumption is based on the following: Heating: Fuskfired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air oonditioner, 36.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.19 Blower door test Htg: 0.35 Clg: 0.18 ACHnat In accordance with the IECC, building inputs such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy consumption. This report was generated using SEER 10 in the IECC Standard Design. REMIRate - Residential Energy Analysis and Rating Software 0 2.0 This information does not constitute any warranty of energy cost or savings. 01985-2005 Architectural Energy Corporation, Boulder, Colorado. Y 4 *sow 3WAAVOWtZC1 1 ST' 2 s7i1DiAc 1 _ CPVC1 1 _ _ _ _ d13lil 6 3 12 01~4~ t 310i" - lid DM0 31120 t1 11Yf 4 TON 14 x 8 RA k m 10 C - Lower t.ev~e1 _ 2 - 24 x 113 Or* 6~6ot x IZJ9 EC*& a a s. } r - w P1.113i~1, _ _ _ . t , PMF1T 2 ~ t " ~ 0"0 r R-42 FLEX v'vC os i TIT -0 T'v. . - _ _ 4' Gtttir4 Ht only 4x1{1, e 1 e" 0 ff" 0 4 ud1E i ~ 1 IP 1 1 Me Herat loss = 7706%tu Furnace model 350AAV060120 b to outpLd _ 1080OObtu aA Heat Gain : 4711 Obtu AC mode! 113ANA048 putout 48004 btu s:sz DRA14i+i BY Property of Ef i+ent Air, Inc. PW y 5 py sx~axs --n OLD rR4.2REx 12X7 Bob optFull w ~.rqR M. _ r,eew T" ~f3VA ~ e' R-4-2 REX s~ r R42 FLEX r en ; 1 Opt V2 ftth ZKIO _ x Fr round or oval--_ av up -W 0 2x1rJ o x t 7 FA i + - _ ;tx 4"0 x r 1 W tai ~aciaxa 2 FLEX TITLE 9% Covington V'WMn Oral or round 6" ttaera Doors ume round 4 posw 2WO07 2:52 PM OR14VW BY Property of Efficient Air, Inc. Paul Eddy .l, „r~ p 7-20 3S` RE-5 XT1AL PLAN SUBNiTTAL FORM FOR ELECTRICAL INFO.RMA71ON Permit Number Addrewajob Site ELECTiiICJ1L CONTRACTOR STATE LICi CONTRACTOR ADDRESS PHONE y NAVE Of POVYI-R C WP.%W T SERIAM Sim NEW SERVICE a U?DEP.GAOUND SEfr0cE o E)OSTINGSERVICE D OVEPHEADSEROCE q LLNP DiAGR MI OF SBMCE (SEE REQOlR9.7BM OF M&=Alry FOR LDlE DUIGRAM SiiOW: ZD v fi, ' c'r`= E ~ciosvt~ SERVICE CABLE SUE F APPUCABLE C0NDLRT .a= IFAPPLK"LE O CONO lT TYPE IF APPLICADU VARE lYM AMP 6=5 ~~~~1~ ` ~nn l 60 1fL TEALLaECrfiI &GROW+nwcoasERVU:XU0 DNG 1' aTC~ UDCATIONS AND VWIE S- Es SHM ME ER DWCCP64C- TB, PANEUS"ANEL SERVKSE a MWW4WT LOCATIONS ON FLOC R "NS ~a yS~Q Co~klTO (~Q[.r~~J7 ly THE SAiUCIEDMMW CR ON A1TA iW- bO{~18 OR AS MRrOF PULL PL&A SMAUTTAL PMWX- A PL APM Taft ALL LlGiave3amErs ANO REcEprAc E ciTLEm vwh6i LOCII'T10NS. smam DETECT7]R LOcAnONs, VWLLPUMo VRMN0IF AP>'L}Cl16LT; R AND JUR 0MUTFONIi 110 Lt'l A 1df AM WDMVJ4WCM RANGE HOW IF MPL)COJ F, E)04ALW F^Wq, APPLUNC7: LACAT7M AND YAMS Gl:0 AW AFCI LDGTlOM, C EM nWAS THAT MX3KT BE FFXMF - ALL PLANS muss DE OF A SQE Atb 9CALJE So 7'HATTt1EY ARE I.Oor, E f OR FILL wy, 1 CER A FY THAT i Ail T.TIEo OWNM o A l3KT FM THE OWNM AuD ALL MFORiMnON ODp ANTE 1 M 7?iSJ1APLTCJ?ZION f8 T1C11E AND CONPLEM Atl OFRCLI L W 0OWLECyM VY M TM APPLJCAnON OR PENIITT SMMM BE BMrTTI UY ATTBfM SiDrNMse PAnt WipA Adeeee veto NOTE: Per Seefim 106.1 the DWIding amcW aWY t'equkv additional drawings. todlrilc4 dad or docunmgxtatlon MEOW 200 AMP CONNECTED LOAD 47.6 K.W. 198.33 AMP W.S ITEMS K.W. B.K.R C.C.T. B.K.R. K.W. ITEMS W.S. 8 RANGE 9.60. 2/40 1 212140 8.00 AIR OND 8 3 4 - - - 10 DRYER 4.00 2130 5 611120 1.00 MIC OWAVE 12 - - 7 81/20 1.00 WH RLPOOL 12 12 REFRIGERATOR 1.00 1120 9 10 1 /20 10.80 KIT HEN #1 12 12,KTCHEN # 2 0.80 1/20 11, 12 1/20 1.40 DIN NG 12 121 WASHER 1.00 11/20 113 14 1 /20 1.00 FAMILY R M 12 141 STU DY 0.80 11/15 . 15 1611/15 0.40 GD # 1 14 14!GDO # 2 0.40 1/15 11 17 1811/15 1.00 IDIS WASHER 14 1216ATH GFI 0.80 11/20 19 20 1/15 0.50 'DISPOSAL 14 10.50 11115 j 21 221/15 1.50 SU P 14 14',FURf~ACE 14' LTG 11.80 11/15 32 24 1 /15- 1.50 LT 14 t 14;LTG 1.00.11/15 125 261115 1.00 GF BAS E j 14 I 14'SMOKE DET 10.50 1/15 1 27 28 1/15 1.00 LT r 14 14, LTG 0.50 11/15 1 29 3011/15 1.50 LT 14 12 BASEMENT ?1.80 1/20 1 31 3211/15 1.50 LT BASE I 14 ;SPARE - - 133 34 - - SP RE - - i - _ - ISPARE 35 36 - - SP RE !SPARE - - 37 38, - - SP RE - SPARE ; - - 39 40 - - Isp RE - zs, am Tt), [CIV ybP 6 r-6 ~ oR 100' MAO/ 4V 7 1 Y, uu~ r3T~ a 1®'.w + cc6 r (ALWAYS Fel M "f • ~ 1 LL) 70' MAX 2 Q *-C4?.166 qvt> I?eMIp), Ja'SSsr- d OR 2 04 oo wa.? . ,o0,aco Vo (L 9P W CLS? W a °R 9 Y8 r { I N V 1 s 7 UI4IUr4 t,UUrv I T K1=511301=14 T1AL PLAN SUBMITTAL FORM FOR HEATING, VENTILATION AND AIRCONDITIONING INFORMATION Permit Plumber Address of Job Site HVAC CONTRACTOR/DBA STATE LIC# CONTRACTOR ADDRESS NTRACTOR PHON EQUIPMENT TYPE AND SIZES FUEL TYPE INDICATE MANUAL J CALCULATION RESULTS AND PERSON RESPONSIBLE FOR CALCULATIONS AND SIZING OF EQUIPMENT HEAT LOSS/GAIN BY NAME OF PERSON AND COMPANY IF APPLICABLE INDICATE PERSON RESPONSIBLE FOR MANUAL D CALCULATION AND DUCTWORK DESIGN Name COMPANY IF APPLICABLE IF GAS INDICATE PRESSURE(S) USEDFOR GAS PIPING DESIGN PROVIDE A DIAGRAM FOR THE GAS LINE SHOWING PIPE SIZES (PROVIDE ALINE DIAGRAM FOR THE EQUIPMENT VENTING SYSTEM W VENT AND APPROXIMATE LENGTHS OF RUNS, PIPE MATERIAL, AND DIAMETERS AND APPRROXIMATE LENGTHS OF RUNS FOR ALL EQUIPMENT. REGULATOR LOCATIONS. PROVIDE ADDITIONAL, ATTACHED PROVIDE ADDITIONAL ATTACHED DRAWINGS IF NEEDED. DRAWINGS IF NEEDED. PROVIDE ALINE DIAGRAM FOR DUCTWORK: ATTACH ADDITIONAL DRAWINGS IF APPROPRIATE. INFORMATION MUST BE CLEAR AND LEGIBLE. INDICATE ALL APPLIANCE,LOCATIONS, DUCTWORK SIZES, AND LOCATIONS FOR SUPPLY 4ND-RETURN IDENTIFY ALL TYPES OF DUCT MATERIAL TO BE USED_ PLANS SHOULD INDICATE CLOTHES DRYER EXHAUST WITH FITTINGS. INDICA FE`HOW AND WHERE COMBUSTION AIR IS OBTAINED. IF HYDRONIC PIPING USED SHOW LOCATIONS AND SIZING WITH LENGTHS IF APPLICABLE. 'INDICATE IF THIS INFORMATION IS SHOWN ON BUILDING g FLOOR PLANS. DUCT LAYOUTS SHOWN SHALL NOT VIOLATE THE BUILDING CODE FOR WALL PENETRATIONS OR OTHER CODE RELATED-ITEMS THAT MAY' OCCUR DURING FIELD INSTALLATION. 1 a 1 certify that I am the o owner o Agent for the owner and all information contained in this application is true and complete. All official correspondence in connection with this application or permit should be sent tom attention. Signature Print Name Address Date NOTE: Per Section 146.1 the Building Official may require additional drawings, technical data or documentation. c~W Y ~ -02o t r 3 LPI' 20Plus LPI° 32Plus Technical Guide Floor & Roof Applications Floor Span Tables: Simple Span Applications 2 q ;,ff. Floor Span Tables: Continuous Span Applications 3 Uniform Floor Load (PLF) Tables 4 - i r Uniform Roof Load (PLF) Tables 5 x Roof Span Tables: Low Slope (6:12 or less) 6 Roof Span Tables: High Slope (over 6:12 thru 12:12) 7 Web Hole Specifications: Circular Holes 8 Web Hole Specifications: Rectangular Holes 9 Load-Bearing Cantilever Tables: 9-1/2" & 11-7/8" 10 Load-Bearing Cantilever Tables: 14" & 16" 11 Brick-Ledge Cantilevers 12- 13 Product Specifications & Design Values 14 r Framing Connectors 15 = Warranty Back Page This guide must be used in conjunction with the Engineered Wood Product Guide. LP IJoists - a TO USE: 1. Select the appropriate table based on the project design loads. 2. Select the U480 or L/360 section of that table, as required. 3. Find a span that meets or exceeds the design span. 4. Read the corresponding joist depth and spacing. Simple (single) Span Application Caution: For floor systems that require both simple span and continuous span joists, it is a good idea to check both before selecting a joist. Some conditions are controlled by continuous span strength rather than simple span deflection, Span 40 PSF LIVE LOAD, 10 PSF DEAD LOAD series Depth 12' oc 16' ac 19 2' us 24 oc 12" as 16 oc 19,2' cc 24' ac 14 + 19,_1„ 1' 16'-?" LPI20Plus- 2119'-3' 18'-2' 161-11' 23'-5" 21'-1' 19 3' 17'-2' 24'-1" 26'-1" 22'-10" 20' :0° 1821l 1 5-112' 189' 17 0' 4.9 20'-10' f 19-11' 7-10' J, 15-11 17 _ 24'-8 22'-5" 21 1 19'-2 LPI 32P!os 14 25 2' r , 22'_101 ! 5' 9 0 2T-1 1 25'-5' 23 7 21 t' 2T-10" 25'-3 1s'- 21--11' 30.10 27'-10" 1 25'.5" 22 9" ._s_....._.._._.__._..-_....-._ .._._3..._.___ 40 PSF LIVE LOAD 15 PSF DEAD LOAD t low Series Depth L1490 L/360 _ 2 o lb, oc 19.2' oc ~24 oc 12' ac 6 oc 19.2' oc 24° as 4 ' 7 lr?" 16'-~ 1 G 1~ x7 I 1-.-2 LPI20Pius 11-1/8' 211-2' l 19'-9' 'r 18' 2' 16'-4° 23'-2' 18-4" 16'-4- 24--l" _9 1o_1n" 17.U 25'-2" 2'_9 17'-0" 15 11' I 14 9' 20'-10' 17'-10' j t8'-1° LPl32Pios vb' 22' 3" 24,-8" 22' S" 20'-6" 25'-227'•1 ' 24-a" 22'-6" 27'-10" 25'-3 231-8" 21 6` 30'4" 26'-1" 24'-3" 40 PSF LIVE LOAD 25 PSF DEAD LOAD t1n8r~ _ _...t 380 Series Depth - W_ _ - P 2 oc 16 oc 19?" oc 14 0 12' ac - t6' or 191" oc 24" ac - - - - 187 LP! 20Pius 't .1-J/8' 21'-2' 21'4" f 18'-5' i. 16 10" f 15'-0' 8 _3' 1 < 23'-1 D' 18 9-1/2' 8 9 IT-T 15'-11' 14 4' 20'-3" 8'-1" 8 6 14'-4` LP132PIus 1--'''` 22'-3" 20'-2" 18'-10" 23'-10" 20' B" 18 10' 14' 25'-2" 22'•8' 20'-8' 19'-0" 29'-2' j 22'-B" 6" j 27'-10 ~ 24'-5" 22 -3" 18 2' HAI" 24'-5" 22'-3" 181-2" DESIGN ASSUMPTIONS: ADDITIONAL NOTES: 1. The spans listed are the clear distance between supports. 1. Web stiffeners are not required for any of the spans in the Simple Span tables. Web tillers are required 2. The spans are based on uniform loads only. for joists seated in hangers that do not laterally support the top flange 3. These tables reflect the additional stiffness provided by 23132" OSB APA-Rated Sheathing 2. U360 is the minimum deflection criteria allowed per code: which allows the maximum amount of (48/24) or APA-Rated Sturd-l-Floor (24 oc), or equivalent, glued and nailed to the top flange of deflection in the floor, the joists. 3. These spans are not evaluated for vibration. 4. Live load deflection has been limited to U480 or U360 as indicated in the tables above. 4. Bridging. blocking, a direct-applied ceiling and/or bottorn-flange bracing, though not required for 5. Total deflection has been limited to U240 Those spans that exceed 3/4" of total deflection vertical load capacity. can improve floor vibration and bounce. are shown in bold. 5. For conditions riot shown, use the Uniform floor load 'PLF) tables or contact your LP Engineered Wood G. The spans are based on the minimum required bearings as listed on page 14. Products distributor for assistance. i ACTUAL DEFLECTION BASED ON SPAN AND LIMIT ; llS88 u3fi0-- F 1J240 . I spaa (ttj T-174-k- - Sllh.'.~~ 12i 5/16' _ 3/8 5/8' j 1`--. , 318" '7.6' 111'x6' j 16 { 3/8' 9115' 13/16' 18 7:_6' 578' 7B" - 20 j, U2' i 1U16' I- 2 " j, lf' 1 3'4' R' 24 6/8' i 13/1G' 1-3116' 26 578' 118' 1.5116" j 28 11/18" 15/1£' 1-3/8' L 30 3/4" 1' 1 112' " Deflections rounded to the nearest 1/16'. ,0 2006 Lousienafa: irk conmrarw 1) TO USE: i. Select the appropriate table based on the project design loads. 2 Select the section with or without web stiffeners, as needed. 1 Find a span that meets or exceeds the design span. 4. Read the corresponding joist depth and spacing. Continuous (multiple) Span Application Caution: For floor systems that require both simple span and continuous span joists, it is a good idea to check both before selecting a joist. Some conditions are controlled by simple span deflection rather than continuous span strength. Span Span Span ~40 PSF LIVE LOAD, 10 PSF DEAD LOAD @ U480 Series " Depth Withoul Web Stiffeners with Web Stiffeners 2' oz 6' ac 19.2' a 24 ac 2' oc 16' oc 19.2' ac 24' oc 14_a. ! LPI -HP u= 11-718" 23'-D' 211-0, 19' 2' 17'-1' - - - ' 2n -A' 18'_5„ LPi32Plus ~ NS" 26ie - - - '.9'-0 14' 28'-1' 241-10' 23'-3" 191-81 - - - 211-0' -j 3),-V 2T-9" 24'-8" 191-8' - 2S 22'-6 - i 40 PSF LIVE LOAD, 15 PSF DEAD LOAD @ U480~ Web Stiffeners Series ! Depth i Without Web Stiffeners With ac 2 or, 24' oc 2' oc 16' cc T 12' oc ? 6' 19 9 2' oc 1A oc 1-- -9 -3 11-3 11 -T ~ [Pi 2DP!us 11-PP 291-0' 2D'-0` 9 U2' 20'-4' 11' 3" 14'3` - ~ 1-0 5' LPI 32P us 14' 28'-1' 24'-7" 22'-5" 17'-10' ? - _ { 20'-o' ' 30 7 1 26'-6" 221-5` u` 24,_2 21.7 L- 40 PSF LIVE LOAD, 25 PSF DEAD LOAD @ L/480 Series Depth without Web Stiffeners With Web Stiffeners 12' oc_ 24' ac 12" os 16' oc T 19.2' _K 1 S _2- - 11711 214' 16'-9' 14'-2° 14`-11t 91/2' 20'4' 12'-D'-- 12-2 LPI32PIus B' 23'-9" ?0'7' 2 18'-9` 15 3" 14' 26'-1' 22'-1" 28'-I1" 15'-1' - j 20`.91 18.5' i5 284' j 22' 9 8'-1 " 16'-P 1 24'-4' 22'-2' 9 10' DESIGN ASSUMPTIONS: ADDITIONAL NOTES: t. The spans listed arethe clear distance between supports. 1. Web stiffeners are only required for the spans in the "With Web Stiffeners" section of each table. 2. The spans are based on uniform loads only. A indicates that there is no increase in span through the use of web stiffeners. Web fillers are 3. These tables reflect the additional stiffness provided by 23/32" OSB APA-Rated Sheathing (48/24) required for joists seated in hangers that do not laterally support the top flange. or APA-Rated Sturd-I-Floor (24 ac), or equivalent, glued and mailed to the top flange of the joists. 2. The design of continuous spans is based on the longest span. The shortest span must not be less 4. Live load deflection has been limited to 0480. than 50% of the longest span. 5. Total deflection has been limited to U240. Those spans that exceed 3/4" of total deflection 3. These spans are not evaluated for vibration. are shown in bold, 4. Bridging, blocking; a direct-applied ceiling and/or bottom-flange bracing, though not required for 6. The spans are based on the minimum required hearings as listed on page 14. vertical load capacity, can improve floor vibration and bounce. 5. Far conditions not shown, use the Uniform Floor Load (PLF) tables or contact your LP Engineered Wood Products distributor for assistance. ACTUAL DEFLECTION BASED ON SPAN AND LIMIT l Span (ft1 { t/360 ~ L/240 b, 1,2 12 j 5/16' j 318' I 5/8' 3/8' 6' 11/.6' 16 318• 9/16' ( 13116' 1B 7/16' 718' I 20 ' U2" Lt/16' 1' ! 22 5 6" 3,4" 1-Ub 24 5/8' 13/2; 1-3116' j 26 ,rB" 28 11/16' 15116 I 13/R' C 30 314" ` Deflections rounded to the nearest 1/16". A 4i !(InE i n.~icuns_^xiW !'.mm~~.ifinr TO USE: EXAMPLE: 1. Select the span required. Select an -Joist for a 17'-6" clear span supporting 40 psf Live Load and 2(1 psf Dead Load, spaced 2. Compare the design total load to the Total Load column and compare the design live 16" oc, at an 0480 deflection limit. load to either the U480 or U360 column as needed. 1. Design Total Load = 140 + 20) ` (16 / 12) = 80 pIf 3. Select a product that exceeds both the design total and live loads. Design Live Load = 40 ` (16 i 12) = 54 pt 2. Select the row corresponding to an 18 span. 3. The first I-Joist to exceed both Total Load and U480: 11-7/8" LPI 20Plus can support 90 pit Total and 54 plf Live Load @ U480 Spar 9-112' LPI 20P!us - 9-1/2' LPI 321 lus - 11-718' LP 20P us 11 7/8" LP1 32P us span ,ft) Live Load ! 10-tat Live Load Tata l Live Load Total Live Load - Total (R) L/480 L/360 pad L;'4-80 L/360 Load 480 L/360 Load L7480 Lf360 Load ,7 172 172 i 202 202 - 9' 11 - 125 14T 139 141 166 166 11 99 2 80 !06 120 92 120 i31 141 141 13' 14 !5 53 71 97 63 85 104 89 119 123 1GO 123 is, 17' 37 50 75 45 61 91 63 84 10, 73 97 108 17' 19' 27 36 55 33 45 67 46 61 81 54 2 97 19' - 3. ,n t9 3°. 56 42 a3 21' 20 l 27 41 25 34 51 34 46 i 66 41 55 83 21' 40 50 3F 23' { 26 35 53 32 43 64 23' sL .7 ~b s8 07 i 24' Spay 14 LPI 20Plus 4 LPI3 Plus L6" L°I 32PIus Span UveLaad { Total tJVeLoad Tciel Ittl Uve Load ( Total (it) L/480 L/360 Load- 17680 L1360 Load L7480 L 360 Load 209 215 215 72 177 11' . T 146 150 150 13 _4 1L5 140 I%G 14 127 130 E 3D 5" 91 112 Jul 115 I 115 17' i.8' '8 1_rJ4 :06 109 tU9 ]6 19 67 90 95 76 101 103 99 103 ] 19' 1e ?v, 3u YS 9S 8c JB 7~3. 21 , 51 68 - j 78 58 77 94 76 j 94 21' 23 j 39 52 65 45 61 i 83 60 80 85 23` ~6 a 40 25' 31 l 41 55 36: j 48 ? 91 47 63.i 79 25, G 7 3- 51 65 26 2 24 'i 33. 47 i 29 39 58 ! 38 51 10 27'. j 2 44 23 j 20 27 40 24. 32 48 31 42 61 29'. I tl 6 i4 ).E 1'' 1 7:' as 18 5 ~ 40 - et 16 22 33 i9 1 26 39 26 35 ( 52 31' i__32' 24 32 k8 32 DESIGN ASSUMPTIONS: ADDITIONAL NOTES: 1. Span is the clear distance between supports and is valid for simple or continuous spans. 1. The values represent the capacity of the joist in pounds per lineal foot (pit) of length. 2. The values are based on uniform loads of standard duration. 2. The designer must check both the Total Load and the appropriate Live Load columns. 3. These tables assume that the joist is NOT a repetitive member, therefore load sharing has not been 3. To design for a double I-Joist, the values in these tables can be doubled, orthe design loads on the applied. Also, the deflection values do not reflect any additional stiffness due to composite action. joist may be halved to verity the capacity of each ply. The capacity is additive. 4. Total deflection has been limited to L/240. Long term deflection (creep) has NOT been considered. 4. Web stiffeners are notrequired for these spans and loads. Web fillers are required for joists seated in 5. These tables assume full lateral support of the compression flange. Full support is considered to be hangers that do not laterally support the top flange or for hangers that require nailing into the web. a maximum unbraced length of 24". 5. Where the Live Load is blank, the Total Load govems the design. 6. The values are based on the minimum required bearings as listed on page 14. 6. Do not use a product where designated without further analysis by a professional engineer. PSF TO PLF CONVERSION TABLE _ e4 8 - - ` - load (Psti- - - . --ii - 7 _ i {l2) - L ~5 o~ 40 - 45 U ; 5~ 60 65 16' 27 34 40 1 47 t 54 60 67 74 I 80 87 j 19 21 32 4Q i 48 56 64 t 72 i 80 88 96 J04 ]00 I 1)0 120 130 i-___24 [ 40 i_50- 60 1 70 80 90 h ':7 7.00c io~~sUntFaCilit CorperMUn A TO USE: EXAMPLE: 1. Select the span required. For roofs with a slope of 2:12 or greater. the horizontal span Select an I-Joist for a 12'-8° horizontal clear span supporting 45 psi Snow (Live) Load and 15 psi must be multiplied by the appropriate slope adjustment factor from the table at the Dead Load,-spaced 24' oc, with a root slope of 6:12, at an 0240 deflection limit. bottom of this page. 1 Sloped Span = (12 + 8 / 12) * I-1.18 = 14.16' - use 1.5' 2. Compare the design total load to the appropriate Total Load column for Snow (115%) 2. Design Total Load = (45 + 15) ' (241 12) = 120 plf or Non-Snow (125%), and compare the design live load to the Live Load 0240 or Design Live Load = 45 " 124 / 12) = 90 pit 0360 column. For live load deflection limits of U480, compare the design live load to 3. Select the row corresponding to a 15' span, the appropriate Live Load column from the Uniform Floor Load Tables on page 4. 4. The first I-Joist to exceed both Total Load for Snow (115%) and U240: 3. Select a product that exceeds both the design total and live loads. 9-1/2" LPI 32PIus can support 120 off Total Load (115%) without web stiffeners and 127 pH Live Load 0 U240 (does not control) 9-1/2' LPI20ros 9-P2' LPI32PIus 11-7/8' LPI20PIus ll-778 LPI32PIus Span Span (it) Live Load r Total Load Live Load Total Load Live Load Total toad Live load ; Tolal Load (ft1 _ - _ _ _ _ _ L/360 L/240 Snow 115% Non Snow 125%, _1360 i U240 r Snow 1 5% rNon anew 125%} LI360 i/240 f Snow 115% Hon-Snow 125% L/360 L/240 ^ Snow 115 % Non Snow l25% __..r _ r.. _r - € 221 w_ 26:284 r 9 198 215 198 215 233 253 233 253 9 0 179 19; 19q 'a 210 228 11 ` 167 163 177 _ 163 177 - i91 208 191 208 11 115 l6, .49 15.' i 5 In 13 ? 106 138 150 123 i 138 150 175 i 162 177 162 177 13 14 6' Ac 1P8 - 131 '_0i .43 - i~ 151 1611 !4 15 71 i 107 111 12i 85 127 120 130 1 119 141 153 I 134 j 141 153 15 15 FI 96 5R lirt - t _1'. 4~ +7 ]1? 16' 144 16 17 50 j 75 _ 87 94 j 61 91 106 115. 84 f 126 j 116. 126 i 97 M. 125 1 136 17 18 43 61 fit 5:^ /8 .00 - i04 7'. -08 3 :04 ! 83 125 j 118 128 18 19 + 36 55 e 70 73 ! 45 67 90 90 . ) 61 92 93 72 ' 108 1 112 121 19 j 1C s'. I 67 8, .!4 20 21 27 1 41 55 55 j 34 i 51 68 68 46 69 ? 76 83 55 ( 83 95 104 21 3E 3C 4_ 6C r_, <8 73 87 95 23 21 31 i 42 42 26 i 39 53 53 35 53 ; 64 69 43 64 1 80 86 23 ,4 J j 28 31 37 ,5 4- r..._.-._ '1 4 Sk 6 38 i 3 L 14 LPI20Plus 14 IPI 32Plva 16' LPI 32PIu5 Span - Span Live loo Total Load five Laad r TIlI Load Live Load -71-~ Total Load tt) _ i - ` - - - 1 (ft) U24o Snow _15% (Non S aw 125%1 L 360 Ly240 ; now 115% Non Snow i26% L7380, i L12A $no* 115% ' Non Srpwlt5`K; 1136 ) - 1 ' - _ P 268 29. _ 8 j0~ 278 3,,2 B 9 240 261 248 269 248 269 9 1P 23r' 143 2a3 ]0 I1 197 t 215 204 22 204 1 221 II 13 I 168 182 j 173 188 173 188 13 14 1 15C i 1G: 14 5 146 158 150 163 50 163 15 1C 4 17 1 122 129 140 j 135 1 133 144 j 133 14A 17 1&' 104 ]2% ]b 11& ]36 1 :'st 18 19 1 90 i 109 119 ( 101 119 129 119 j 129 I 19 7h is 9~Il H1, 1-. 12:: ~2.3 j 70 21 1 68 89 97 77 11(1 i 108 1i7 } lot 108 117 21 ;2 # - fl2 8 OF l0.' 112 -06 i1 22 23 r 52 i 79 1 75 81 1 61 91 H 104 80 + c 98 it 107 23 14 4( 7n f.9 88 56 ;1 ! 94 3 24 25 41 62 j 53 j 69 48 ! 72 81 88 63 95 91 1 98 25 _ 76 55 61 43 6S }%j 5 82 6 9, 26 27 33 i 49 ; 54 59 j 39 1 58 70 76 r 51 t 77 i 81 88 27 72 3_ c~ ;;I 5' i1 T._ h~ ,0 ^C I 70 75 j f 28 29 { 27 40 1 47 51 j 32 i 48 69 64 - 42 63 70 _ 78 i _ 29 I 3C 44 <R 25 43 56 58 ! 38 58 65 _ 30 3i r 22 33 j 41 44 26 39 1 53 53 35 i 52 131 87 31 32 20 j 30 j 39 GO ; 24~ 3b t 48 48 ~32 } 48 58 6"s 32 DESIGN ASSUMPTIONS: ADDITIONAL NOTES: 1. Span is the clear distance between supports, along the length of the joist, and is valid for simple 1. The values represent the capacity of the joist in pounds per lineal foot 'l l of length. or continuous spans. 2. The designer must check the appropriate Total Load column and the Live Load column. 2. The values are based on uniform loads only. 3. For roofs with a slope of 2:12 or greater, the horizontal span must be multiplied by the appropriate 3. These tables assume that the joist is NOT a repetitive member, therefore load sharing has not been slope adjustment factor from the table at the bottom of this page. applied. Also, the deflection values do not reflect any additional stiffness due to composite action. 4. To design for a double I-Joist, the values in these tables can be doubled, or the design loads on the 4. Total deflection has been limited to L/180. Long term deflection (creep) has NOT been considered. joist may be halved to verify the capacity of each ply. The capacity is additive. 5. These tables assume full lateral support of the compression flange. Full support is considered to 5. Web stiffeners are not required for these spans and loads. Web fillers are required for joists seated in be a maximurn unbraced length of 24", hangers that do not laterally support the top flange or for hangers that require nailing into the web. 6. The values are based on the minimum required bearings as listed on page 14. 6. Where the Live Load is blank, the Total Load governs the design. 7. To design for a live load limit of L/480, use the Uniform Floor Load tables. 8. Do not use a product where designated without further analysis by a professional engineer. ROOF SLOPE ADJUSTMENT FACTORS Slope 242 ( 3_124.12 5:;12 i 6:12 '7 12 $42' '9:12 j 10:12 I1 12 ! 12:12` Factor 1.014 11.031 1A54 1.083 1.118 1 i58 1.202 11.250 1.302 1 ..357 1.4i4 AI I } TO USE: 4ores Depth 6 oc o 24 oc 1. Select the appropriate set of tables based on roof slope. Root ueac Laatl 15 psf 20 psf i5 pst 20 psf P0 20 rsr span section of a or table Feld Select the desigcorresponds span fortdesign 3. live load and load duration. T_ i 8 the slg r LPI 20PIU_ '14 8" 25- l' 24 -1' 23 -r9 15'-$ 22' 0' 20 u appropriate roof dead load (15 psf or 20 psfi. 9-112. 21-10" 211-91 '-5 20 -5 9'-10 - 8' 10' 4. Read the corresponding joist depth and spacing. 1-71' 27 -2° 25--1 P 25~-e 24'-3' 23 1 5" '14" - 30'-10' 29'-4' ~ 28-1i' 77'-6' 26 y` 25 DESIGN ASSUMPTIONS: a-1;2" -L`-2` 4'-4' 19'-C1' 18'-2' 17' 4` 6 i. The spans listed are the horizontal clear distance betweenE supports. Refer to the diagram below. a 14' '6 9- 25, -1° 24'-5 22'-111' 2 l' q 2- The spans arc based on uniform gravity loads only and have not - - - been evaluated for wind. ' o o I-= g 3. These tables do not reflect any additional stiffness provided by LPI 321us 8° 26 -0 24'-I1 a -5 22' 6 21 1 the roof sheathing. s' 3o a 29'- 7 25 0' 2 7 9 28 -D 26 4. Live load deflection has been limited to U240. 5. Total load deflection has been limited to U180. - 211Pn, ! 11-718' ` 23 -4' 21'-3' 20'-1' 1T-o' IT-1 6. The spans are based on the minimum required bearings as 25 r listed on page 14. 9-1112, 21 0r 0 -2 191-81 -11 18'-2* 5 ~ LPI32PIus - ~ - ADDITIONAL NOTES: o y 14 28'-4' 27'-1' 26 24'-8 23'-A' 2'_0' 1. Web stiffeners are not required for any of the spans listed in these y tables. Web stiffeners are required when using the "bird's mouth" 9-1/2, 18 -2° IT-5' 61-8 ~ Y-10 141-10' 14 -2' bearing detail. Web fillers are required for joists seated in hangers that do not laterally support the top flange. 14' 22 11' ? i'-10' 20--1 r 5'-11 8' 8 I7 s' 2. The design of continuous spans is based on the longest span..} 11" S, 4, 1, i 11 C The shortest span must not be less than 50% of the longest span. LPI 32PIus 1 718' _ 22 -4' 22'-7' 2V-7` 201-7- 19' 3' 17 8' 3- U240 is the minimum deflection criteria allowed per code for roof 14 s' 1° 8-1r, joists supporting non-plaster ceilings. Verify deflection limits with 16" 28'-o' 26-8 ' 25'-6 23'-8 20'-1* 2` 10° local code requirements-2 P r 4. Roof joists must have a minimum slope of 114" per foot (1/4:12) )Chu 1'--2/8' i91-6' 181-8' 7 -9' 17`-.' 15'-10' ~ 15 -2' for positive drainage. y 1/ a 6' n ;i a'- 5. For conditions not shown, use the Uniform Roof Load (PLF) /'-a' s'-.° 3'-i 0 2' 10' Tables or contact your LP Engineered Wood Products distributor , 1 LPI 32PIus for assistance. 14' 23'-11' 23'-0' 21'-IW 20'-3' T-5' 16'-1" 6- Roof applications in high wind areas require special analysis which may result in reduced spans and special connectors to resist uplift. 1-1"?" ! 5'-81 15`-1' 14'-3` 13'-9 11`- 1I' 11 -2' i4 IT-8" _ :9'-0 - 17'- 14 13 s9' 17'-8' 16' 7' !4' 13 2' - 1P132PIu~ 16' 22'_8' 2i'-3' I7'-8' IS-D' 14,_1' ROOF JOIST SPAN ACTUAL DEFLECTION j BASED ON SPAN AND LIMIT ~4 Span(f31 V360 L1240 L/18D 12 318' 5/8' 13/16- W16 16 ! 9116' 1" ~ 1-1/16, n 20 ]]fl&' ~ 1' ! I-5118' 22 3/4' 1-1/8- --7/15' 24 13115' 1-3)16' 1 518' `r 26 7B' 1-5/]. Fr 13/4' Ffortzontal Span j 28 ` 1 15/16' I 1-3/8' i 1 -718- 2- Deflections rounded to the nearest 1/16". J 2:NY' iowsiana-Padfc Corpcratwn L TO USE: sell" Oepin or 24' oc 4v I , Select the appropriate e se Lcac 2. Select the section set of tables based on roof slop'. Roaf U 1, 3si 20 psr 15 psi 20 psi 15 psi 20 psi of that table that corresponds to the design Is 1 1~ live load and load duration ; 0', -uF u_ -729" 22'-7' 21'-5° 20'-1' 19'-8' 18 71 Y 3. Find a span that meets or exceeds the design span for the appropriate roof dead load (15 psf or 20 psf). 2 a s" 0°-a' 9°-2' 18'-2 v',s 6-s 4. Read the corresponding joist depth and spacing. 2 -4' e o° LPI2PI us - 1- 14' 27 7' 26 25-11' 24'-6- 23 11' 224- f z DESIGN ASSUMPTIONS: 1. The spans listed are the horizontal clear distance between? 9 X22' 9 1 17 3 t o 16 r 15 -9' ! 15'-0° supports. Refer to the diagram below. Lri e 9 e 11 14 24 0 23'-8' 23 3' 2V-7- 20 9' 194' 2. The spans are based on uniform gravity loads only and have not i~ - _ - - been evaluated for wind. R 2 e 11 718' 23 5' 22 3- ` 21 11' j 20 19' ' 20 3' i 19'-3- These tables do not reflect any additional stiffness provided by LPI 32PIus 2', t 11 3. the roof sheathing. t•„ " 1 r 16' 29 2l 10' 27 s' 26 -2" 2 4' 3'-7" 4. Live load deflection has. been limited to U240. . 5. Total load deflection has been limited to 0180. 2uph,s 11-779" 2-0° 20'-tl 91-9'_ ! 181-10' is 2' IT-0° 6. The spans are based on the minimum required bearings as listed on page 14. 9 i", 19 01 18-2' ,7 10" 17'-0' ,6 5 5-e° + LP! 32P!us ADDITIONAL NOTES: 9 2t' 7' G 5° G" 0 1° 22` 20 I1' 1. Web stiffeners are not required for any of the spans listed in these 3 a 1'1" 16 lJ" 5-1D' 1 5 5' 10. ]D' 14-4' ]3-7 tables Web stiffeners are required when using the "bird's mouth" bearing detail Web fillers are required for joists seated in hangers _ 1 20 0 r 2 19'-1* , 18'-0' t7 0' that do not laterally support the top flange. 14, 221 2. The design of continuous spans is based on the longest span. sue, = 1 The shortest span must not be less than 50% of the longest span 9' 21 r 20 5 s'-t r ; 9 t' a 4° a -1' PI 32PIus 3. U240 is the minimum deflection criteria allowed per code for roof [ • a° " 4" joists supporting non-plaster ceilings. Verify deflection limits with „ 16' ( 25 r 25'-6* 2d 7' 23'-3' 22'-0* - 20 -o'_ 4 -4 J" I- local code requirements. 4. Roof joists must have a minimum slope of 114" per foot (1/4:12) u` ; r1 ~r9' 1s 9' a -0 17'-3* 16 -5' j 15 5. 14 -B' for positive drainage. t4 2 r' 5. For conditions not shown, use the Uniform Roof Load (PLF) ag 1 9 U2 r lE 1I 16 4 15 210' j.._ 15 A 14 T 13 5' Tables or contact your LP Engineered Wood Products distributor f f 1 Y PI 32P us for assistance. 14' j 22'-9' j 22-0" 21'-2' 20'-2` 18'-11' 17`-3' 6. Roof applications in high wind areas require special analysis which= } may result. in reduced spans and special connectors to resist uplift. 9 i12 4 11' ! to 6 3 11' 4 5' 11-11 f 14 9 2' 8 4' 6' 15, 9' 15 7 _14,10'_ ' LPI 3 Plus 7,8' IT-2" 18'-7' 17 11" t6'-6' - 14 -4" 13'-2' - a' 0 11 la_0, 1 6' 23 5' 22 5 0'-8' 9 _3 6'-6' 5'-4' ROOF JOIST SPAN I ACTUAL DEFLECTION BASED ON SPAN AND LIMIT Span (ft)~ U3fw :LI7X0 i 80 c 12 , 318' 5/8' ; 13 16' 1 - g 15 1 .9115' 13116' 1-1116, - 7 1 20 11/16' 1' 1-5116 8 ; 'alb' 24 ! 13116' 1-3116- 1-5/8' °C 26 ,8 i-rm16 1 ' 324" Horn Span 28 15716' 1-318' 1-7L8' 30 1 1_]12__ 2 Deflections rounded to the nearest 1/16". Up to a 1-1,12" diameter hole allowed anywhere in the web. Uncut length of web between adjacent holes Closest spacing 12" oc. must be at least twice the length of the larger hale or 12" center-to-center, whichever is larger END SUPPORT INTERIOR OR CANTILEVER-END SUPPORT rx7 Closest distance (x) to center of circular hole I Closest distance (x) to center of circular hole M1 FROM EITHER SUPPORT FROM EITHER SUPPORT iA TO USE: 1. Select the required product from the left column. 2. Determine the support condition for the nearest bearing: end support or interior support (including end supports with cantilevers). 3. Select the row corresponding to the required span. For spans between those listed, use the next largest value. 4 Select the column corresponding to the required hole diameter. For diameters between those listed, use the next largest value. 5. The intersection of the Span row and Hole Diameter column gives the minimum distance from the inside face of bearing to the center of the circular hole. 6. Double check the distance to the other support, using the appropriate support condition. ROUND HOLES - UP TO 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD; UP TO 24 OC Distance from End Support Distanoefram Interior or CanlnevEr End Support ear Clear ( r . Ser es Depth Hole Diameter F Hole Draneter c 4 6 8 10' 12 { 2 4 6 i 8 rD 12" t. LPI 20Plas j & `s 9-1/2" - i - 't [Pi s2Plus -S 2-8" 45 3 - - LPl LUPIus - - - - - & It-7/8" !0 ~ : 0 i• D. 1_6. 2.-0, 1,-p. ,._D^ 1'-6" 2 0' - LP132PIua. _ 8 D 5" 2'_9. 4'-;' T-6' e 5'-4' 5 q" - t LPI2QPIus= .2 6 11-01 1`-6' 2-0 21-6" 1 6' 2-0" 2'8' ` & IPi3 Plus 20 D b 0' 7 6 r 7 6-1' 3 5' 4,_5 ' 4 r 9 U i 12 0' ! 11-01 11-6 1 2'-0 2--6' 3'-0' i'-0" !'-D" 1'-6. t 0 2 6" 3'd' LPI37PIus- 15' 0" 1'-6i -0" 1 7'_6" I 3,_8. "D" i ;'-6" , 7 q.. y4-~. R 2D J.---I 0 1' 7 7 3' 7 5-i' 6'-7' j 211- 4 5- r Y-5- G 6" 8-0 ~9-6 DESIGN ASSUMPTIONS: NOTES: 1. The hole locations listed above are valid for floor joists supporting only uniform loads as follows 1. CUT HOLES CAREFULLY! DO NOT OVERCUT HOLES! DO NOT CUT JOIST FLANGES! For joists 16' deep and less, the total uniform load must not exceed 130 plf (e g., 40 psf Live Load 2. Holes may be placed anywhere within the depth of the joist. A minimum 1/4" clear distance is and a 25 fist Dead Load, spaced up to 24" oc). The uniform dead load must be at least 10 plf, required between the hole and the flanges. 2. Hole location is measured from the inside face of bearing to the center of a circular hole, from the 3. Round holes up to 1-112" diameter may be placed anywhere in the web. Closest support. 4. Perforated "knockouts" may be neglected when locating web holes. 3. Clear Span has NOT been verified for these joists and is shown for informational purposes only! 5. Holes larger than 1-1/2" ae not permitted in cantilevers without special engineering. Verify that the joist selected will work for the span and loading conditions needed before checking 6. Multiple holes must have a clear separation along the length of the joist of at least twice the hole location, length of the larger adjacent hole; or a minimum of 12" center-to-center, whichever is greater. 4. Maximum hole depth for circular holes is Joist Depth less 4", not to exceed 14", except the T Multiple holes may be spaced closer provided they fit within the boundary of an acceptable larger maximum hole depth is 6" for 9-1/2". and 8" for 11-7/8" LP I-Joists, hole. Example. two 3" round holes aligned parallel to the joist length may be spaced 2" apart 5. Boles cannot be located in the span where designated without further analysis by a (clear distance) provided that a 3" high by 8" long rectangle or an 8" diameter round hole are professional engineer, acceptable for the joist depth at that location and completely encompass the holes. 8. Not all series are available in all depths. Check availability with a local LP Engineered Wood Products distributor. 9. Locating holes in joists with spans exceeding those in the tables or larger holes, greater uniform loads or non-uniform loads, and closer proximity to supports and other holes may be possible with analysis using LP's design software. Please contact your local LP Engineered Wood Products distributor for more information. as zone t ou;5 n. Fa:;fic Corp-tM p A Uncut length of web between adjacent holes must be at least twice the length of the larger hole or 12" center-to-center, whichever is larger. END SUPPORT INTERIOR OR CANTILEVER-END SUPPORT Closest distance Ix) to edge or rectangular hole Closes: distance (x) to edge of rectangular hole FROM EITHER SUPPORT FROM EITHER SUPPORT TO USE: i. Select the required product from the left column. 2. Determine the support condition for the nearest bearing: end support or interior support (includes end supports with cantilevers). 3. Select the row corresponding to the required span. For spans between those listed. use the next largest value. 4. Select the column corresponding to the required hole dimension. For dimensions between those listed, use the next largest value. 5. The intersection of the Span row and Hole Dimension column gives the minimum distance from the inside face of bearing to the nearest edge of the rectangular hole. 6. Double check the distance to the other support, using the appropriate support condition. j RECTANGULAR HOLES - UP TO 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD; UP TO 24" OC t; Distance from Enu Support UistanCe from Interyoror Cantilever End Support Clear _ 4.:_ i Series Depth Maximum Hole D mensron Depth or width Maximum Hole Dimension Depth or Width _ Span rtl) _ 2 - 4 6' 8' 10 12 14' 16 2 4 8 r 80 12 14' 7 LPI 201`IUS + i 30 0' I'A' 2'-7' T-1' } 3 7' 4'-1 4`-7' - 0 2-5- 4--0' 4'-6' 5'-0 , 16 41 _ 5' 79 6- - )3' r - - LPI 32PIU - I P 88' _ _ 69 87 i Il-u` 1 _ 0 6 1 - -F . r ; -L LP) 20Plus : 8 8' + 10 0' 1' 0' 11-10' . 3 4, 3 10 4°-4 . 4'-10^ 1 D I'-11' T-3" 4'-9- 14 -3' S f 9 - 3 J' S _ - - LPl 32PIi s' ~LPI2OPIu,, 8 0 C :-G' 1 L F -0 4 0 1'-0` ] 5 C Z'-r 3-0' 3 to, 12 i 0 V-0- -6' 2'-C' 3'-8' 4'-7 5'-2" 10 O' P-6- T-3- 5'-5 1 & 0 1 0 2'7 4 7 r 5 lP s7Plu - ' i 6 7. 9-I. t - s r i.T-11' 4 11' v -w j 7 6 T-1* 8 0 c r V 3'-L' LPI 32 Plus i 16' 12 } 11-01 ? 1'-0. 2--o. : T-9- 4'-1 ' 5--10" 'pp 1,-o- 1'-0' 1 2--g- i 4'-6 1 - i 16 9 0 -A' a _ 7'-b - i C 1' I -7 - 20 0' 2' 1 T-7' 5 7' [ 8'-1' i 4' 1 T 4`•11' } 6..6. [ 8 6' DESIGN ASSUMPTIONS: NOTES: 1. The hole locations listed above are valid for floor joists supporting only uniform loads as follows: 1. CUT HOLES CAREFULLY! DO NOT OVERCUT HOLES! DO NOT CUT JOIST FLANGES! For joists 16" deep and less, the total uniform load must not exceed 130 pit (e.g., 40 psf Live Load 2. Holes may be placed anywhere within the depth of the joist. A minimum 1/4" clear distance is and a 25 psf Dead Load, spaced up to 24" oc). The uniform dead load must be at least 10 plf required between the hole and the flanges. 2. Hole location is measured from the inside face of bearing to the nearest edge of a rectangular hole. 3. Round holes up to 1-112" diameter may be placed anywhere in the web, from the closest support. 4. Perforated "knockouts" may be neglected when locating web holes. 3. Clear Span has NOT been verified for these joists and is shown for informational purposes only! 5. Holes larger than 1-112" are not permitted in cantilevers without special engineering. Verity that the joist selected will work for the span and loading conditions needed before checking 6. Multiple holes must have a clear separation along the length of the joist of at least twice the hole location. length of the larger adjacent hole, or a minimum of 12" center-to-center, whichever is greater. 4. Maximum hole depth for rectangular holes is Joist Depth less 4", not to exceed 14", except the 7. Multiple holes may be spaced closer provided they fit within the boundary of an acceptable larger maximum hole depth is 6" for 9-1/2", and 8" for 11-718" LP I-Joists. Maximum hole width for hole. Example: two 3" round holes aligned parallel to the joist length may be spaced 2" apart rectangular holes is 18'. Where the Maximum Hole Dimension for rectangular holes exceeds the (clear distance', provided that a 3" high by 8" long rectangle or an 8' diameter round hole are maximum hole depth, the dimension refers to hole width, and the hole depth is assumed to be the acceptable for the joist depth at that location and completely encompass the holes. maximum for that joist depth. 8. Not all series are available in all depths. Check availability with a local LP Engineered Wood 5. Holes cannot be located in the span where designated without further analysis by a Products distributor. professional engineer. 9. Locating holes in joists with spans exceeding those in the tables or larger holes, greater uniform loads or non-uniform loads, and closer proximity to supports and other holes may be possible with analysis using LP's design software. Please contact your local LP Engineered Wood Products distributor for more information. n c; rnnb i o~:a„o rim;. ;w",oraeor x TO USE: 1. Select the page (10 or 11) that corresponds to the required product. 3. Follow across the row to the required joist spacing. 2. Select the row corresponding to the Roof Load and Truss Span needed. 4. The letter represents the required detail. A: NO REINFORCEMENT REQUIRED W: WEB STIFFENERS ONLY APA-Rated 23/32" USB APA-Rated 23/32" OSB (or equal) closure or as (or equal) closure or as required by code required by code LPI LPI Y' 'r blocking blocking Roof Truss Span ~F Q . >N 5 1.0 ~ ~ ?C Roof Truss 9 2' LPI20PIds _M12' LPG 2PIUS 11-718 rP120Plus 11-719 LP13---- Buss But - Lead -Span(ft) 16' 192. 24 12` 16 19.2 24" 12' 18 19.2' 24 12' 16 19.2 24' ,Span{fl),` Luetl 24' A A A _ BID A A A ~ BID . A A . A A A A A W 24' 2r.' B 9 A A BD A A 28' A A A BID A A A B/D A A A W A A A W 28 a 3 - A B'b _ - 45 h`G H rA EX Ji'T , } 30 pst 32 A A 8/0 B/D A A BID I BID A A A BID A A A BID s 32' 1 30 psf 34 B,D b C F. 5'D BID 5 A B D R/D 4 36' A A BID BID A R BID BID A A A &D A A A BID- 36' 3, A B;D c A, H D r - A P, 11 A I, Fr.'D n0' A A BID C A A BID C A A W BID A A W BID 1 40 r , _ h . 3%C BID B'2 d U P. i'v 42 2) A A W BID A A w BID A A A W A A A BID 22 26 A A B'D BID A d/D BID A A BID A A A ) BID 26 HID _ u!D _ E~~ - h 'vA~ B'P , 30' A W B'D L A W BID C A A V C A A W j C 0' 40 psf win H;D A Fl: P •J. , 49 psi 34 A BID BID C A BID 810 ! C A A BID C A A 8[D C 34' ' arr B'0 C A J: BID L A ~5 E;D 7'0 - 38` A BID { C A B/D C A W BID C A W BID i C 38' C!1 - BiD 1 B'D - yr A .42 A ` D C I - A BID _C , 42 i. BID C A 8/0 C A 81 t 1 A A h IC B 'D W B D f h, W 2'G « 24' A BI-0 BID C A 8D B/D C A A W C A A W C 24' 2G' BID BID BID B/D A A F, F, C A A B'I, C £6' 28' A BID r C A B./D C A W BID l C A W 810 ? C 28' r 30' : FlD C - B/D - A 'A' H,P V, B/D - 30 1 90 pst j 32' A BID C A BID f. A W C A W C t 32' 1 50 psf 34 F P C - A 36' BID C i - B/D. C - j - A B/D C - A BID { ; - 36 i 33 BiD 40' BID 'C i j B/D r C W 3 C _ 40 _ 6-D Bi _ f _ 'r C i C ~2Z A B 0- i Bf~ A 8/D Bl0 A A 8/0 C A A i 816 C ZZ ' 29 A B C I A B'D C i A W B/D j A W PID f C :4 26' I A f BID _j C j A BID C l A l W { D A r W R C 20 a BT A B 30' BID C` 61D { C y A i BID C i A. 81 C 30 [ i 60ysf c1 BID C I I. B/D ! C j - W { q C i w C C 3; 60 psi 34 j L t W C 1 W 34 aro D BID C I 3 6' B/D C B/D C W C W C c6 - j 38 B,0 B/D I W C W C 38 i 0 F.D B D C r F,rD r { - 4J 42 -__C_ L.._._.:..~_. _ _ C._., BID DESIGN ASSUMPTIONS: ADDITIONAL NOTES: 1. These tables are valid for joists selected from the Floor Span Tables in this design 1. The reinforcement (when required) must match the depth of the I-Joist. guide. 2. Where designated "B/D", either detail (B or D; is valid. 2. The floor design loads must not exceed 40 psf Live and 25 psf Dead Load. 3. The closure at the end of the cantilever must be a minimum of 23/32" APA-Rated OSB (or equal). 3. The maximum cantilever length is 2' (the amount of overhang). Certain codes may require a thicker product for lateral load transfer. 4. The wall load is assumed to he 100 plf. 4. For short cantilevers up to 6'• long, use the Brick-Ledge Cantilever Tables on the following pages. 5 Roof Load is the Total Load (Live plus Dead) on the roof trusses. 5. For conditions not shown, use LP's design software or contact your LP Engineered Wood Products 6. Truss Span is the out-to-out distance of the truss bearing wails as shown above, distributor to- assistance. 7. A maximum overhang of 2' is allowed for the trusses. 6. Do not use a product where designated " without further analysis by a professional engineer. 2(x)6 arise; r.;k Corry ration 1 A B: 23132" OSB (OR EQUAL) REINFORCEMENT C: 23132" OSB (OR EQUAL) REINFORCEMENT D: 1" OR 1-1/8" LP RIM BOARD Oil One Side Only Both Sides May be Substituted for Detail B APA-Rated 23/32" OSB APA-Rated 23/32" OSB ! APA-Rated 23/32" OSB APA-Rated 23/32" OSB APA-Rated 23/32" OSB LP Rim Board (or equal) closure or as (or equal) reinforcement (or equal) closure or as or equal) reinforcement (or equal) closure or as reinforcement one side, required by code one side, 4'-0" long min. required by code both sides, 4'-0" long min. required by code 4'-0" long min. LPI ! LPI LPI blocking : blocking blocking ?,p ?=p„~ ?Lp, ~du ?,p„ at ?=p ~dx?tp„ Attach reinforcement to top and Attach reinforcement to top and bottom flanges Attach reinforcement to top bottom flanges with 8d nails at 6" oc with 8d nails at 6" oc both sides with nails staggered to avoid splitting and bottom flanges with Bd nails at 6" oc Roof Truss 4 iP120Plus 14 LPI32PIus 16 LPI32PIus _ Truss 3 Roof _ Load Span fft1' 12' 16, 19.2' 24' 12 16 J9.2 1 24' 12' 16 19:2- # 24 Span (ft)! Load ' 22' A A A A A A A A A A A W 22' ' 24' A A A A A A A A A A A W 24' i 26' A A A A A A A W A~ A A W 26'; 28' A A A W A A A W A A A W ! 28' 30' A A A W A A A W A A A W 30' 30 psi # 32' A A A W A A A W A A A W 32' 30 psi 34' A A A W A A A t W A A A W 34' 36' A A A W A A A W A A A W 36' 38' A A A W A A I A W E A A A W 38' { 40' A A W W 1 A A A W A` A W W 40' 42' A A W B/D A A A B/D A A W B/D 42 _ 22 A A A W A A A W~ A~- 3 A A W 22' 24' A A A W A A A - W A A A I W 24 26' A A A W A A A W A A A W 26' 26' A A A W A A A W A A A W I 28' 30' A A W W A A A J W d A A W' W 30' 40 pct 32' A A W B/D 3 A A W B/D A A W B/D 32' 40 psi 34' A A ? W" 8/0 A A W ~ B/0 1 A A W 8/0 34' j 36' A A W B/D A A W B/D A I A W C 36 38' A f W {{3 W C A A W C A A W C 38' { 40'1 A W W C A A W C A W W i C 40' 42 A W BA C A W B/D C A W W 22'; A A W W A A 3 A W A A W W 22'J s- 24' A A W B/D A A W i BID A A W B/D 24' > 26' A A W B/D A A W B/D A A W B/D 26 28' A A I W i BA A A W BA A A W C 28' 30'1 A W ) W i C A A W C A A. W C i 30' 1 50 psi ! 32' A W r W- ( C A W.:. r W { C A? W W G _32'50 psi j 34 ! A W B/Dt C A W B/D C I A W W C 34' I 36 A W ( B/0 ` C A W ' 8/D } C' A W W C 36` j 38' A W B/D } A W B/D ; A W B/D 38' _ I i 4022 ! A A W A , C W B/D A A i W A C W B/D A A A w W B/D B/D 22 40' ' # I 24' I A W = W C A ! A W C A A W ! C 1 24' 7 26' j A 'I W f W i C - A W i W i C A I W W 1 C 26' 28' A W ` B/D C ( A I W B/D C A W W C 28' 30' I A { W BA A W ! B/D A W W I 30' 60 psi 32' A W C j A ; W C A W B/D 32' 60 Psi 34' A W C ; A W i C A W B/D 34' I 36 W B/D C i A ; B/D I C i A W C 36' 38 W i 870 C' A 8/0 _ C W W C 38' 40 W C W C W B/D 40' BA DESIGN ASSUMPTIONS: ADDITIONAL NOTES: 1. These tables are valid for joists selected from the Floor Span Tables in this design guide. 1. The reinforcement (when required) must match the depth of the I-Joist. 2. The floor design loads must not exceed 40 psi Live and 25 psi Dead Load. 2. Where designated "B/D", either detail (B or D) is valid. 3. The maximum cantilever length is 2' (the amount of overhang). 1 The closure at the end of the cantilever must be a minimum of 23/32" APA-Rated OSB (or equal). 4. The wall load is assumed to be 100 plf. Certain codes may require a thicker product for lateral load transfer. 5. Roof Load is the Total Load (Live plus Dead) on the roof trusses. 4. For short cantilevers up to 6" long, use the Brick-Ledge Cantilever Tables on the following pages. 6. Truss Span is the out-to-out distance of the truss bearing walls as shown on page 10. 5. For conditions not shown, use LP's design software or contact your LP Engineered Wood Products 7. A maximum overhang of 2' is allowed for the trusses. distributor for assistance. 6. Do not use a product where designated without further analysis by a professional engineer. 0 2DD6 LwsianaPaclfic C-etion Total Joist Reaction Calculation LP I-Joists can cantilever up to to support a Full depth LP Run Board or load-bearing wall over a brick finish. Depending reinforcing LPI blocking panel between I-Joists on the Total Joist Reaction MR), the joists may require reinforcement. If the TJR is less than the End Bearing W/out Stiffeners (page 14), then no reinforcement is required. If the TJR is greater wen oilcan reinforcing than the End Bearing W/out Stiffeners, but less than the End Bearing With Stiffeners, then web stiffeners must be installed at the bearing. Otherwise, one of the reinforcing details from r below must be used. Total Joist Reaction, TJR = FLR + WLR + RLR 4. N t .1 S G 5 Closure and/or Where: FLR = Floor Load Reaction flashing may be WLR = Wall Load Reaction required per local ' No reinforcing building code RLR = Roof Load Reaction, including any other floor, ceiling or attic loads imposed Wall framing sheathing air gap provide vapor barrier/house on wall wrap per local building code i WEB FILLER REINFORCING FULL-DEPTH REINFORCING One Side 14 e 16" foists weh filler 23/3'1' HPA-Rated OSB einfe cide )are reOuBedr plywood ?3~~2 (or equal) fillers (both sides) g q 1~° 3 (see 101 ei°f 4fo,.°. j Leave cng 1 „1?„ A 1/8' gap B oii ~n 2" min. from I-Joist end 3 a Nail or screw reinforcing with 3-6d or 8d box nails or 6 x 1-112' Nail web tiller with two rows of 3-lOd wood screws into both flanges* or 12d box or equivalent gun nail, clinched e Construction adhesive is recommended Reinforcing must I be same depth between surfaces as I-Joist Use construction adhesive between surfaces far G fax I Blocking panels are required at the bearing, but are not shown for clarity Blocking panels are required at the bearing, but are not shown for clarity * NOTE Pilot holes required when using screws i j i .-r--- - - WebFiterTb+ckness' Reac4JunCapadty AeaciwnG n3r,ty 1t1) Senes - - Series - (in) ~ fibs) 23132 APA-Bated 9SB (or Equal) 1 o" .116° 0 Rim Board i LPI 20 a [1132 APA, RalEd 0S0 (,r Equal)) X600 1_1`I20Piu~ - 3.00 3800 LPI 32Pius t 23!32 APA-RaW OSB (nr Ecoa) 260o UP132mus 3500, M 0 2005 iouisia-Fa:.iric cmxration ~ q EXAMPLE 1: I-Joist: 9-1/2" LP120Plus Allowable End Bearing = 950 lbs. W/out Stiffeners. 1230 lbs. With Stiffeners (page 14) Design Loads: Floor: 40/10 psf Floor System: Joist Span = 11' Roof System: Roof Span = 22' Roof: 20110 psf Joist Overhang = 5" Roof Overhang = P Wall: 80 plf Joist Spacing = 16" FLR = (Joist Span / 2 + Joist Overhang 112) * Design Floor Load " (Joist Spacing / 12)-' = (I1' / 2 + 5" / 12) * (40 psf + 10 psf) * (16" / 12) = 394 Ills. WLR = Design Wall Load * (Joist Spacing / 12) <t =80Of* (16"/12) • = 107 Ibs. Id-RLR = (Roof Span / 2 + Roof Overhang) * Design Roof Load * (Joist Spacing / 12) ` _ (22' / 2 + 1') (20 psf + lO psf) * (16" / 12) = 480 Ibs. N TJR = 394 + 107 + 480 = 981 Ibs. Since the Total Joist Reaction, 981 Ibs., is greater than the End Bearing W/out Stiffeners, 950 Ibs., but less than End Bearing With Stiffeners, 1230 Ibs., this joist only requires the installation of web stiffwrs at the bearing. EXAMPLE 2: I-Joist: 11-7/8" LPI 32PIus Allowable End Bearing = 1025 lbs. W/out Stiffeners, 1350 Ibs. With Stiffeners (page 14) Design Loads: Floor: 40/15 psf Floor System: Joist Span = 16' Roof System: Roof Span = 32' 3 Roof: 30/15 psf Joist Overhang = 5" Roof Overhang = 2' j Wall: 100 pit Joist Spacing = 24" 3 3 FLR = (Joist Span / 2 +Joist Overhang / 12) * Design Floor Load * (Joist Spacing! 12) = (16' / 2 + 5" / 12) * (40 psf + 15 psf) * (24" ! 12) J = 926 lbs. WLR = Design Wall Load * (Joist Spacing / 12) i =100 plf * (24" / 12) I = 200 Ibs. 3 RLR = (Roof Span / 2 + Roof Overhang) * Design Roof Load * (Joist Spacing / 12) _ (32' / 2 + 2') * (30 psf + 15 psf) * (24" 112) = 1620 lbs. I TJR = 926 + 200 + 1620 = 2746 lbs. Since the Total Joist Reaction, 2746 Ibs., is greater than the End Bearing With Stiffeners, 1350 lbs., this joist needs reinforcing. The Full-Depth Reinforcing detail has a capacity of 3500 Ibs. with 23/32" APA-Rated OSB (or equal) attached to one side. i~ DESIGN VALUES 62a~; on Capa ity {lbs) Series Depth Weight Moment Fi Ix i0`) K (x 7'J> Shear _ c near ng i_ p e.n Inter';or Bea wk 3 ni , ' i - lp ti ;Ib-ni Uh ini C~-fi7lss (Ihsi V./out Ol lffrner MI, Stfi~ners W/out Stiffeners kihdiffer-r5 9 1l ' 185 >230 LP1 20Fus i1-7t8" 2.9 755 318 0,1138 1350 7025 1'1 2351, ;?5 q 4 74 '4 ' _ - 6, A) _190 y-]r?- :_5 3620 243 Q212, '_v6 950 1250 2000. 4 406 L IN Vtus 1356 14° 31 5645 589 0'1 162E 196 620 25(]0 349; 16' 3.3 6545 31,8 Sii0 60 1800 2500 3700 NOTES: 1. Moment. Shear and Reaction Capacity values are for normal load duration and may be adjusted according to code. 2. When calculating deflection, both bending and shear deformation must be determined as follows. For simple span: uniform load n = 22.5wL' + wL Where: % = deflection in inches El = bending stiffness from table El K w, = uniform load in pit K = shear stiffness from table L = design span in feet 3. The Moment capacity shall not be increased by any code-allowed repetitive member use factor 4. These design values are based on the product being used in a dry, well ventilated environment where the moisture content will not exceed 16% - such as in most covered structures. These products are intended to resist the effects of moisture on structural performance from normal construction delays but are not intended for permanent exposure to the weather. RIM AND BLOCKING CAPACITY RIM AND BLOCKING NAIL SCHEDULE LPI 20Plus - -CH 6 m ylinimum Nail D stance Series Serfs Nail Size Depth Load DO _ End 2-1/2 ---31n - LPI~6Fi` J '.Oa,3)&12401/4')Be, 2' 11 . LPi 20Pms B' 766 LPI 32PIus I S .1 4; n i, ll' 3/8' 9-L/2" ,Op 6a 13-1/2'7 Common t° 11-718" 9-112, 2?00 *Includes l6d Sinker (3-1/4') or 14' ,5LFI32PLs ~ ~ ~ - 14" 1600 ! NOTES: 1, Laterat Load Capacity to, all series above = 200 plf. 2. For i_F'I Rim or Blocking used for lateral load transfer, nail to bearing pate with same nail s Y 'sit .s the derk-l,-rir^-.aooeciion LPI 32PIus 2-ll2" WEB STIFFENER REQUIREMENTS Series Depth Minimum Maximum Nail Size" Nail QN 3 911-ll12/8P 1' Thickness Height 9- 12' 14' or 16" 23 r B' aJ LPI 20P!us 11.718 23/37 8-3/V 80 (2-1/2') 3 & LPI 321`his 1-112" ! 16' 1 - 13132" 12-7/8' E - 8d (2-112') 3 Na size e: fm Mr,ron or Iwr nails. WEB STIFFENER REQUIREMENTS NOTES: 1. Web stiffeners, when required, must be installed in pairs - one to each side of the web. Web stiffeners are always required for the I 1/8' min, gap r 1/8" min. gap "Bird's Mouth'; roof bearing detail, Concentrated load + 7_. Web stiffeners should be cut to fit between the 1/8" min. gap flanges of the I-Joist, leaving a minimum 1/8' gap (1" maximum). At bearing locations, the stiffeners should be installed tight to the bottom flange with the gap to the top flange. At locations of concentrated loads, the stiffeners j should be installed tight to the top flange with the gap to the bottom flange. 3. Web stiffeners should be cut from APA-Rated OSB (or equal). 2X lumber is permissible. Do NOT use IX lumber as it tends to split. Nails to be equally 4. Web stiffeners should be the same width as the End support 1/8" min. gap Intermediate support bearing surface, with a fninimurn of 3-1/2'. min. 1-112" bearing min. 3-1/2" bearing spaced, staggered and driven 5 See Web Stiffener Requirements table above for alternately from each face. minimum stiffenerthickness, maximum Clinch nails where possible. stiffener height and required nailing. ?006 !.o"isil CoermraIm I A SIMPSON STRONG-TIE` Series Depth Top-Mount Face-Mount 45 Skewed Rafler To-Ridge Refte to-Plate Single Double Single .Double Single _ Single 5 ng - 1/ ~ 5 Ili" I C HL3 1 0_ i_. SiR T3 1 i' 1 SSUHM b- LPI 201`lus 11-7/8` lull 88 MIT3I 0-2. IUT312 HU312-:' SUR/L310* LSSUH310* VPA3 14^ TT3I: M'T314 2 IUT314 H1.13111-21- 1v1314 LasUH -0° WAS ITr395 M1136.5-2 IUT310 HU310 2' SURlL310` LSSUH310' ..VPA3 ti f 11-718` ITT311 89 MIT31I 88-2 IUT312 11: SUR/1_310' LS014n-O' VPA3 LPI 32Pl us 14" 7314 MIT314-2 IUT314 HU314 2* SURlL314* LSSUH3!0* Vll 'i 6' ITT316 WP1316-2' IUT316 HU314-2* SUR!L314* LSSUH310' VPA3 The above connectors are manufactured by Simpson Strong-Tie Lo. Inc. To verify connector suitability for a particular application, refer to the current Simpson Strong-Tie Connector catalog. USP LUMBER CONNECTORS' Series Depth Tap Mount Face-Mount 45 Skewed Rafter To-Ridge Rafter-To-Piate - Single Double Single Double Single Single Single n 1/2 IH0259F0 1H0_ 95. t 1HF25-2, THr'C59_l SKH3iDRIL TMU25`--- TMP25 of TMPH25' LPi2OPlus 1I-7/8° TH025118 TH025I18-2' THF25I12 IHF25112-2* SKH312R/L* TMU25* TMP25 orTMPHZ5* A 1H01,) 40 IH, i,'u - IH}rs'4D 1Hi%f'.d{i-7' SKH'i2P/1' 1IMP25or IMPH?5- 9-1/2' TH0259JO j TH025950-2 THF25925 THF25925-2' SIUIKORIL* TMU25' TMP25 orTMPH25* [PI32PIus - 11-i,& - THO-A TN „i:8 THE 1Hh25:.,:-2' ,KH3PR(L' 1MU25- TMP25ui Tr1PH15' 14' TH025140 TH025140-2* THF25140 THF25140-2* 7 SKH3t2RA- TMU25* - TMP25 orTMPH25* !6 111025.60 IH0?b1G0 2' IH" U 1Ht)1160 I " SKH312R'I TMU25 TMP25 or TMPH25` The above connectors are manufactured by USP (United Steel Products Company). To verify connector suitability for a particular application, refer to the cucent USP Lumber Connectors catalog. GENERAL NOTES: i 45' RAFTER- RAFTER- Web fillers required for proper TOP-MOUNT FACE-MOUNT i SKEWED TO-RIDGE ? TO-PLATE installation of hanger. - Refer to the Engineered Wood Product Guide for filler sizes. Hanger is less than 60% of joist depth. Additional rotation i I resistance is required. Refer to the appropriate hanger manufacturers catalog for details j ;~i~ s • ~M s L J LP Rim Board & LV LP Flooring products Lp I-Joists, T& LP TopNotch G me Warranty 4 Remedtes 1 THE s y Limited Lifetime nas vrPRANT PLIES ;a(n TF SSP.( lrI Ra tilts}yrowxERFR Yy. LP i f+-7) lJ All AniE 30 ]LNT f. PR :))UC S. A krNE4 fU \ vti}F kP NLDY 'ei COvera(;e La Iti) PJE ryt' 1Warranty kORA\ u0(CUy ORM")rt t 1 F dIPR hOU fU`T OliM,TffyCAUSF. 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LDl\( U7 NUT R . t uct t B (DUES ANI'w( r0. C PR w,T.:V SL,P lE OR I. y l1NC. ] T O lFT yn pat li)e a h - ' M \1hTAlNk-O CORD7 " r o) fl K1 I VAN E7.0 PRO kR dk t, n NS AI1.ATi(N Ah'U rylA1N7 E11tiCL .t tl P d 1 c n t c ' d: TY V7 d NS NS; Ox O,; OF S. 7 Ii F 1 n t : t - T ili CL ( ) LA77 r ,,r..astto I,v"' n n n..nd INE7r+sTAL P l1F' ,.,n an lJ.. n' ) 1 1 a),a11nn ~o :ricanMr 1. , lLt t,n c~i . . ~ r y.'072h7dAtiSxi, i'ROD CT5. t .d N- I ,h d THE arranties; of Owner J. t 1Ex1 lusion of I-01 6 RespOnstbiltty t d 1 s - . . ne N 17, r TNEFROn L15 s arranties k ) F No er Ezpres h AR ~h rY , o J(i N[i( O PLY WI" NS\I ARRpN'YIY; TLOIL)'17I h.: A'R I. 7S V ARR \u TY IST 1111 l5 AM) i't4 L " J it TIIF -E PR E le SFil C)g d ABIL rY [l t - L pAY'Ytk1TII.(.)VIS,IINS A1P. C:AB O txiX kIS 1 ' 7 ate d A 11uT;..i, iN(Li J:NG ATA tt 5 uV li -.).l U AI H a Fs t\.. FXC l ",S k F.() 3- \ AitAC u\l ,r),NARR~ uTY OF MkRCRAN ABli ITY _ S. l t FOSh. J] l - d . T f) t. ;J IMFL7E',4 wARRA,A pAR1ICUI All FLR uG { llt\ylSf; AR SI 1 I ti > .ue. I IZ-t t OR FYfNrSS FO i d 1 d r C OR ANY V77:S Of Fo" .l tl t. t wiuc'.• 'MAR i1VC "'A" SAC t 0-" 11 1 - L w, w;xlu I 9 C t 1 i Fr,Oht A(O .F F OF i)F EY \a RUE b I 19 J t G\141 _ i, h h TRAUF': t)N AD R [Slh[ DFR API'Ll ` t. k d _ NTIEu AI S -L t, t - 1"I .i' a -1l. - Ul .t-t )Il t S1.L7: VJARRA \\ViRAIMLA\k 4N! ulte h nSilMt Nilt Dl,, Ir- 7..U wf71"fi 111 h t> t<l, t y - ~ CA V()'i LA SF .Y 1`FD A ,.M F,1, r.~ t -t. dv).'- ib... il S - i ( \ q Anl .1 ,FD Cc. h - ) F b teu ) R. at t t tut. .eet r-. ra.. ax - - , ~i yt ttla d:tcl,. } nl ?r I d Coverage ° P Warranty 1 r- t,a OR nsl,e ,ttt heal µh,x Exelun onsfrom l'R uSAaE). r Y ASMAD n, t,a 111, teary Z OIT?~ ) kty *'All' Tl t. rkT 15u ha other rigbty w .i'). US Ex RLSSK ?RF.A,: rY L FFl Ohre' hC rU+- NIOR7hIT 1,1A )F O7J H Al anti you ntay a . \ti R to ench slate er Fruvmce. O. .-k A h0\ t ( .YARA(;FAPr. G(a) BELOWCTS IiFSPF i,i,7N,:SF, I'RUDt. A(t OP4f `:CE wll1 FOR FURTHER INFORMATION, CONTACT: sNS.slr 0:;z> clsi~ usr wee snc at w°,vw.,rcorP^om. 15 B;IILDiti ' q :reCt aM T ~ h SCM...t,: I5N LP Engineered Wood Products are manufactured at different locations in the United States and Canada. Please verify availability with the LP Engineered Wood Products distributor in your area before specifying these products. For more information on the full line of LP Engineered Wood Products or the nearest distributor, please contact 1.888.820.0325 or e-mail customer.support@lpcorp.com. Visit our Web site at www.lpcorp.com. LP is a registered trademark of Louisiana-Pacific Corporation. © 2006 Louisiana-Pacific Corporation. All rights reserved. Printed in USA. MW 10M Specifications (details) subject to change without notice. La EW6127BR 2/06 BUILDING PRODUCTS 5750 Chandler Court REVISION DATE & REQUVST r a e. 1 C 10.25.04 (JW) CORRECTED STREET NAME Ott43082 Vestervh=lam ? t- ail: ht)yssinc@aol.com H('-Dy NV 03.05.07 NEW HOUSE phone (614f 895-1922 - AB 04.13.07 MOVE BAYWIN15OW Survey Flax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVIC S, INC. NV 07.09.07 TRAD. TO CLASSIC; ADDED SUNROOM FOR M/_1 5CN011N51IN HOMES INC. _ HOUSE STYLE COVIN610N II CLA551C LO,VI UBDIVISIDN 55 p051" C'C?FIM 5FC 2 ? CITY OF nU6LIN SALE 1" = 20' P13. 5 ? PG. 91 DATE 08,30;04 ORDER NO. DRN. •1W CK. F'LOOD,~O E X ? COMM. PANEL 390808 ? PAGE 05013 ? DATE 0927.91 vo' M~NIMVMS R:30' S: 7' . ''LANb5CAPl COPT PTQUIpl5 AT LLAST TWO, 2-1 / 2 INCH PFCIPUOU5 TPY 5 IN ff MONT YApb OF T H15 LOT, IN5TALLMON WILL OCCUr PUMNG THE LANn5CAPl PHA51~ OF THE HOU5F, PLACMNT OF THE TWO TFY 5 WILL P~ FELP-MIFIFn COY CC) 11-I~ CITY OF bUL~LIN Pf?IOp TO INSTALLATION. Screen All Mechanical Units " FROM PUBLIC RA.W. O CAUL' PLANNING DNISION Tree Protection feAcing z „ MUST (Lid ll Q CA PRIOR T TO START Or AIRY (iGrNST,''XTVA. CALL PLANNING Oivis10N FOR INSF'EGTION x ~ 928,90 ~ ~ ~ 93380 0 o 0 INPICAT5 MAJOp 929,20 X --z r0ob ?OUT 100.00 _ O O ~ 10' nl?AINAGF 1 uNCo?1~.FNT--- - 20' NO CC 3055' 32,89' 6UILn ZONE RzT YA<P.O 1 O LU 1 7o A/ C UNIT J a N 18.17 O 932.70 O wo° _ ? O sJ < r~QO JO 1 10 a / 0. 'c tx ~ 6 c~ F,F,= 93 .O0 , V 12,00 "Uj I= ~ ~ 1",0,6,= 93q,03 r 1 1 7 cl: _ 65MNT,= 925.86 O~ Z M 8,00 O Cr Z Z ? CV OQ n1, k N LAJ ~Ztr .i O ? O N O 19.00 ~S IU EI~ Q - - 0 10,70 ' 20,30 N 932.70 S~C~^l tF OUj w V Cr- Ln ~ o way 932,20 ~ r1,10 ' 25' 6LnG, LINE D ale 13 ~A5MN FA5WMf _ 2 K 931.60 _ 931,80 I ALC C M OR* D I BEFORE C UILnFp TO MAINTAIN WALK 25.004- 11A1ION FF \OSION CON11?OL 11.01 6/c FIC?~ NYnt?ANT C~ / C v 8?ath/Side>waik c CALL INSPECTION LINE TO 931,26 Hot ; 13UILbFVS TO ppOVinl SCHEDULE INSPECTION C 6MC,) J G~ o o TPYF FP\OTCTION PUpING ALL z PHA5L5 OF CON511\UCTION, ~LW MOPS LANF 50' ENtTVEF,RiNGXO!1'IPi,1ANCir WA~t? SL~VICL 51ZL = " City of Dublin ZONING COMIPUANCE HEREBY CERTIFY THAT THE APPROVED AS NOTED APPROVED AS ? NDi'~L~ PP O-}.2~ . p + CITY OF DUBUN~ GIGRADE ELEVATIONS SHOWN ON z ° PLOT PLAN g'~ ~-0- V THIS PLOT PLAN ARE THE We hereby certify that the foregoing PLOT PLAN was prepared from RESULT OF AN "AS BUILT" SURVEY information provided by the Client and data obtained from Engineered SQUAP~ ~OOTAG~ nATA Subdivision Plan. This Plot Plan is to be used by the Client for the sole PERFORMED ON purpose of obtaining a building permit. The use of the Plot Plan for any other purpose is strictly prohibited. ~tttOF ujO LOT 1,292.0 WALK 1169-0 a J. J. HOUSE c SOD COV. 8978,0 ~DATE r / 'rvnP OR RUILDER SIGNATURE HOY _ DRIVE.715.0 - LOTCOV. 2~,617~ 7313 APPROACH 201.0 , w1S1E7°~ URVE`!O o~~ i, . ~ _ _ _ _ . _ l_ _ i , U c E C E G ARCHITECTURAL NOTES GENERAL NOTES, ~ ISSUE DATE, 09/30/05 RLL BATHROOM EXHAUST FANS - TRUST FANS TO VENT TO THE OUTSIDE 1, GENERAL STRUCTURAL AND RRCHITECTURRL = REVISION; RLL HABITABLE ROOMS SHALL BE PROVIDED EXHAUSTS WITH AGGREGATE GLAZING AREA OF NOT LESS RLL CLOTHES DRYER R EXHAUSTS TO VENT TO THE OUTSIDE. NOTES RRE INTENDED TO AUGMENT THE :CIFICRTIONS RND MODEL TYPE GOVERN DRAWINGS RND SPECIFICATIONS. SHOULD THAN 8 PERCENT OF THE FLOOR AREA OF MANUFACTURER SPECIFICATIONS 'YEA EXHAUST RUNS. SPECIFICATIONS CONFLICTS EXIST BETWEEN THE GENERAL STRUCTURAL OR ARCHITECTURAL NOTES AND ~n SUCH ROOMS, ONE HALF OF THE REQUIRED THE LENGTH OF DRYER EXHAUSI RRER OF GLAZING SHALL BE OPENRBLE. TO BE SUBMITTED WITH PERMIT WITH PERMIT SET. IF MANUFACTURER IS THE DRAWINGS, THE STRICTEST PROVISION °o NOT KNOWN, 25 -0 MAXIMUM RUP EACH 90 DEGREE ELBOW. CONTRf MAXIMUM RUN WITH R 5'-0" DEDUCT FOR SHALL GOVERN. N LBOW. CONTRACTOR TO VERIFY INSTALLATION CRAWL SPACE VENTILATION SHALL BE PROVIDED LOCATION PRIOR TO INSTALL, INSTALL, 2. GOVERNING CODE; O 055 BY MECHANICAL VENTILATION AT A RATE OF "THE NATIONAL ELECTRIC CODE STRICTEST PROVISIONS RS SET FORTH BY; 1,0 CFM. FOR EACH 50 SQUARE FEET. THE PROVISIONS OF THE NRTIOP IVERN THE INSTALLATION, TESTING, 2006 RESIDENTIAL CODE OF OHIO I T I ATTIC VENTILATION SHALL BE 1 TO 300 THE NFPR 70, SHALL GOVERN THE IP THE ELECTRICAL SYSTEMS, ~ I I I SQUARE AREA OF THE ATTIC SPACE. PROVIDING RND OPERATION OF THE ELECTR RT LEAST 50~ OF THE MINIMUM REQUIRED VENTILATION 7/9/07 IS PROVIDED IN THE UPPER PORTION OF THE ROOF PROVIDE SMOKE ~ CARBON MOH( CARBON MONOXIDE DETECTORS INTERCONNECTED H o WITH 110V. RC. RND BATTERY BF BATTERY BACKUP INSULATION EXPOSED TO ATTIC, .D TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MRX ~ ~ ~ ATTIC 1/E{`1T. CALCl9LATl®fd FLAME SPREAD RATING OF 25 A ~ING OF 25 AND MAX. SMOKE DEVELOPMENT FACTOR OF 450, PER Z w w c~ ~ CODE SECTION 316 GENERAL STRUCTURAL NOTES oN°W ~mNQJ HOUSE ATTIC S0. FT. 2560 ENCLOSED, INSULATED RAFTER ' QED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION STRUCTURAL MEMBERS RRE CALCULATED H ~cc~~~~ ~ AVERAGE S0. FT. SOFFIT OR VAPOR BARRIER. ' ON THE FOLLOWING DESIGN CRITERIA o ~ Y Q ~ VENT PER LINEAR FOOT .067 SQ. FT. INTERRUPTER SHALL PROTECT ALL BRANCH L 40 P.S.F. LIVE LOAD IN ALL LIVING AREAS ~ ~ OF SOFFIT RRC-FAULT CIRCUIT INTERRUPTE CIRCUITS SUPPLYING BEDROOM ~ JG BEDROOM OUTLETS PER NEC 210.12 (Bl 2. 10 P,S,F. DEAD LORD IN RLL LIVING RRERS . SO. FT. OF ATTIC SPACE x,0034(1/300) = REQUIRED ATTIC VENT. 3. A. RRFTERS~ 25 PSF LIVE LOAD, 15 P5F DEAD LORD 2560 ,0034 8.7 ALL ELECTRICAL OUTLETS, ~ RI UTLETS, ~ RLL COUNTERTOPS, IN GARAGE OR B. ROOF TRUSSES; 20 PSF TOP CHORD LIVE BASEMENT & ON THE EXTERIOR 1E EXTERIOR SHALL BE GFCI PROTECTED PER 10 PSF TOP CHORD DEAD LORD 10 PSF BOTTOM CHORD LIVE LORD F SOFFIT x .067(SOFFIT/FT.) = TOTAL VENT. S0. FT. NEC SECTION 210.8 LINEAR FT. 0 5 PSF BOTTOM CHORD DEAD LOAD 76 x .067 = 5.1 AMP BRANCH CIRCU MINIMUM 20 RANCH CIRCUIT SHALL BE PROVIDED, SOLEL~f DIMENSIONAL LUMBER JOISTS WITH R DEPTH TO WIDTH TO SUPPLY LAUNDRY RECEPTRCI :Y RECEPTACLES, PER NEC 210,11(c)(2l RATIO EOUAL TO OR GREATER THAN 6 TO 1 (NOMINALLY) Qnf LINEAR FT. OF RIDGE x ,125(RIDGE/FT.) = TOTAL RIDGE VENT. SO. FT. RLL PLUMBING TO COMPLY W/ COMPLY W/ THE OHIO PLUMBING CODE SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. v STRNDRRD HOUSE (i.e. 2X12 JOISTS OR TALLER). 60 x ,125 = 7.5 RNY WINDOW WITHIN 2'-0" OF R N 2'-0" OF R DOOR , RLL SIDELITES & SHOWIER ALL FOOTINGS TO EXTEND BELOW FROST LINE, DOORS TO BE TEMPERED PER Ci 'FRED PER CODE SECTION 308,0 32" MINIMUM FROM GARDE TYPICAL U.N,O. TOTAL VENTILATION PROVIDED -STRNDRRD HOUSE = 12.60 SO. FT. ATTIC ACCESS SHALL BE FRAME LL BE FRAMED NO LESS THAN 22 INCHES BY' 30 INCHES 34" MINIMUM FROM GRADE AT UNION COUNTY. HAVING A CLEAR HEIGHT OF OV EIGHT OF OVER 30 INCHES. 36" MINIMUM FROM GRADE AT DUBLIN RND DELAWARE JURISDICTIONS. IN SHALL BE PROVIDED RND SWITCHED RT THE POINT WIND SPEED DESIGN LORDS BASED ON 90 MPH (3 SECOND GUST) ATTIC ILLUMINATION SHALL BE OF ATTIC ENTRANCE E EXPOSURE C, GUARDRAILS SHALL HAVE A HEI HAVE A HEIGHT OF 36 INCHES AT RLL STR~RS RT RLL GROUND SNOW LOAD 20 PSF. RAISED SURFACES LOCATED MOF SPINDLES SHALL BE POSITIONEI LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR RND SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE. ~ ~E POSITIONED RS TO NOT ALLOW PASSAGE ~F A 4" SPHERE O HANDRAILS HAVE MINIMUM AND IINIMUM AND MAXIMUM HEIGHTS OF 34 AND 31S CONCRETE DRIVEWAYS, CURBS, WALKS, PATIOS. RND RNY INCHES MEASURED VERTICALLY VERTICALLY FROM THE NOSING OF THE TREAD. OTHER EXTERIOR FLAT WORK, INCLUDING THE GARAGE SLAB HAVE R SPACE NOT LESS THEN 1 1/2 INCHES SHALL BE 4500 PSI RIR ENTRAINED. HANDRAILS SHALL HAVE R SPA( BETWEEN THE WALL AND THE H AND THE HANDRAIL. THE HRNDGRIP PORTIOPV BASEMENT RND ALL INTERIOR CONCRETE SLABS SHALL BE SHALL NOT BE MORE THAN 2 1. .E THAN 2 1/4 INCH IN CROSS SECTION DIMENSION 2500 PSI AIR ENTRAINED WITH A VAPOR BARRIER LAPPED OR AN APPROPRIATE SHAPE WH: 'E SHAPE WHICH SHALL PROVIDE AN EQUIVALIENT A MINIMUM OF 6" AT ALL EDGES. GRIPPING SURFACE. PROVIDE PASSIVE RADON MITIGI RADON MITIGATION SYSTEM (DUBLIN AND CANIRL WINCHESTER STEEL BERMS ARE DESIGNED BASED ON ASTM-8992 (50 KSII JURISDICTIONS ONLY) -Y~ MASONRY & CONCRETE FOUNDATION WRLL5 SHALL BE WATERPROOFED THE GARAGE RND RESIDENCE SF 'ESIDENCE SHALL BE SEPARATED BY R MINIMUM BY APPLYING AN ABOVE GARDE DAMP PROOFING PRODUCT ll GYPSUM BOARD STANDARD. ] STANDARD. RLL CEILINGS TO RECEIVE A WATER RND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT BASED TEXTURE MATERIAL SHAI ~TERIRL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. WITH A PROTECTIVE INSULATION BOARD BELOW GRADE. IF HABITABLE SPACE IS LOCAT CE IS LOCATED ABOVE GARAGE, 5/8" TYPE X GYPSUM A PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. D RT GARAGE CEILING. THE GARDE AWRY FROM FOUNDATION WALLS SHALL FALL R BOARD IS REQUIRED AT GARAGE OPENINGS SEPARATING GARAGE ~ING GARAGE RND RESIDENCE SHALL BE SEPARATED MINIMUM OF 6 INCHES WITHIN 10 FEET. WITH 20 MIN. RATED FIRE D00~ :D FIRE DOORS. ROOF TRUSS RND RAFTER ANCHORAGE SHALL BE PROVIDED AT FIRESTOPPING SHALL BE PROVI LL BE PROVIDED TO CUT OFF ALL CONCEALED ALL ROOF MEMBERS,MINIMUM H2,5A BY SIMPSON STRONG-TIE. DRAFT OPENINGS (BOTH VERTICI 30TH VERTICAL AND HORIZONTAL) AND SEE RDOF FARMING FOR ADDITIONAL INFORMATION TO FORM AN EFFECTIVE BARRIE ,TINE BARRIER BETWEEN STORIES, AND AN ICE BARRIER SHALL BE PLACED FROM THE EAVE EDGE TO BETWEEN R TOP STORY RND TH TORY RND THE ROOF SPACE R MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. THE PORTION OF A MASONRY CI (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED I MASONRY CHIMNEY LOCATED TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEET), UJ~J IN THE INTERIOR OF THE BUILI ]F THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUIL[ R MINIMUM AIR SPACE CLEARRP )F THE BUILDING SHALL HAVE ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO ~Q 'ACE CLEARANCE TO COMBUSTIBLE5 FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF OF 2 INCHES. CHIMNEYS LOCR~ :MNEYS LOCATED ENTIRELY OUTSIDE UNDERLRYMENT SHALL BE INSTALLED PER SECTION 8905.2.7 OF THE THE EXTERIOR WALLS OF THE I _LS OF THE BUILDING, INCLUDING 2006 RCO.(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS a CHIMNEYS THAT PASS THROUGH ASS THROUGH THE SOFFIT OR CORI~.ICE EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBTSTITUTION JIMUM RIR SPACE OF 1 INCH. SHALL HAVE A MINIMUM RIR Sf IS ALLOWED.) 17 ~ CHIMNEYS SHALL EXTEND AT LI :XTEND AT LEAST 2 FEET HIGHER RLL CONNECTIONS TO 6E PER THE 2006 RESIDENTIAL CODE OF OHIO, II~JJ THAN ANY PORTION OF THE BU] J OF THE BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN WHERE THE CHIMNEY PASSES T LESS THAN 3 FEET ABOVE THE POINT UNLESS NOTED OTHERWISE. .Y PASSES THROUGH THE ROOF. CHIMNEY TO TERMINATE WITH ; [NRTE WITH SPARK ARRESTOR/CHIMNEY CRP. . o 1 MASONRY(BRICK/STUCCO) VENEER CLERK WIP~OW ROOM WINDOW TEMP. GLAZING TOTAL REDO EGRESS EGRESS OPENING REO.D ACTUAL MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING LOCATION SO. FT OURN. CALL PER GLAZING GLAZING WIDTH HEIGHT (EGRESS 6~ VENT. VENT. SIZE WINDOW SO. FL SQ FT. VENTILRTIOINI WALL WITH CORROSION-RESISTANT METAL TIES VENEER TIES SHALL BE SHEET METAL TIES NOT LESS 2 2060 NO 822 S0. FT. 19,0625 32" 4.2 S0. FT. THAN ND, 22 U.S. GAUGE BY 7/8", CORRUGATED. DINING ROOM 146 SO. FT, 27.85 SD. FT. 11.68 S0. FT. 5,84 S0. FT. 8.4 SO. FT. 1 4060 NO 19.63 S0, FT. N/A N/A N/A EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES FIXED ON CENTER HORIZONTALLY AND VERTICALLY RND SHALL SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA. 1 860 DR, YES 21,9 S0. FT. 35.75" 80" 19,9 S0. FT. THERE SHALL BE R MINIMUM OF 1" CLEAR SPACE BEHIND VENEER, o KITCHEN/BRKFST. 356 S0. FT, 30.37 S0. FT. 28.46 S0. FT. 14.24 S0. FT. 24.8 S0, FT. ` 1 3040 NO 8,47 S0, FT, 35.0625" 20" 4.9 S0. FT. MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LORD OTHER OPTIONAL BRY 12 S0. FT, 3 2860 NO 11.78 S0. FT. 35.34 S0, FT. 1,9 S0, FT. 27.0625 32" 4.2 SO. FT. 1.0 S0. FT. 18 S0. FT. THAN THE DEAD LOAD OF THE VENEER ABOVE, 2 3060 NO 13.56 SD. FT. 31.0625" 32" 6.9 S0. FT. VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS RS O GREAT RM. 344 SO. FT, 35.92 S0. FT. 27.52 S0. FT. 13.76 SO. FT. 13.8 SO, FT. SPECIFIED ON PLANS. 2 3020FIXED NO 4,4 SO. FT. 31.0625" LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. DEN 163.33 S0. FT. 2 3060 NO 13,56 S0. FT. 27.12 S0, FT. 13,0 S0. FT. 31,0625" 32" 6.9 SD. FT. 6.53 S0. FT. 13.8 SD. FT. MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE MSTR. BDRM. 260 S0. FT. 2 3050 NO 11,01 S0. FT. 22.02 S0. FT. 20.8 S0. FT. 31.0625" 26.5625" 5.7 S0. FT. 10,4 S0. FT. 11.4 S0. FT, WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED MSTR. BATH 118 SOFT, 2 3840 YES 10,69 S0, FT. 21,38 S0. FT. 9.44 SD. FT. 39.0625" 20" 6,0 S0. FT. 4,72 SD, FT. 12 S0. FT. TH1:SE bRAWINGS HAVE STEEL OR THE FOUNDATION. _J BEEN REVIEWED FOR AND W SHAD CoMPIY wITH THE TYVEK HOUSE WARP SHALL BE INSTALLED OVER EXTERIOR SHEATHING IN O I- ~ BDRM. ~2 181 S0. FT. 2 305D NO 11.01 S0. FT. 22,02 S0. FT. 14.4 S0. FT. 31.0625" 26,5625" 5,7 S0. FT. 722 S0. FT. 11,42 SO FT, ~ 2008 EDITION QP THE ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BDRM. ~3 157 SD. FT. 2 3050 NO 11,D1 SD. FT. 22,D2 S0. FT. 12.52 SD. FT. 31.0625" 26,5625" 5,7 SD. FT. 6.26 S0. FT. 11.42 SO. FT. AL~SIQENTIAL CODE OF ~iilQ ~ W ASAMENOED FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE ~ _ 2 3D5D NO 11.01 SD. FT. 31,0625" 26.5625" 5.7 S0. FT. 2006 RESIDENTIAL CODE OF OHIO. OWNERS RETREAT 276 S0. FT. 27,94 S0. FT. 22,D8 S0. FT, 11,D4 S0. FT. 14,04 ACTIUITY CENTER 1 3030 NO 5.93 SD. FT. 31.0625" 14" 3.0 S0. FT. WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7.6 ~ OPT. LOW. LVL. 464 S0. FT. 2 4040 NO 11.55 SO FT, 23,1 S0. FT. 37.12 S0. FT. 20.5" 42.5" 5.75 S0. FT. 222 S0. FT. 11.5 S0. FT. OF THE 2006 RESIDENTIAL CODE OF OHIO. (IF STUCCO VENEER. SECTION 703,6,2.1 GOVERNS). ~ W FOR ROOM COMPLIANCE TO CODE, 4" FRESH AIR VENT TO FURNACE PLUS ADD (2) LIGHT FIXTURES FOR GLAZING COMPLIANCE ASE SCENARIO AppROV ppROVEb PLANS MUST RE ON W O A NOTE; THIS WINDOW SCHEDULE REPRESENTS R WORST C CUSTOMERS RRE NOT ALLOWED TO REMOVE RND/OR DECREASE WINDOW SIZES $1TE FO SITE FOR ALL INSPECTIONS. _ = U covington_C (n i U c H 1x8 FASCIA 1x8 FASCIA y ISSUE DATE; WINDOW LOCATION W/ ONLY ~ 09/30/05 ONLY OPT'L 2' BUMP AND 20' RIDGE VENT o REVISION: i i STANDARD BATH z i ~ H 12 12 ~ E OPl ALUM ~ OPTIONAL 2'-0" 10'-0" 7 ~ u, 0 i SID UTTER ~ SHO i SIDE BUMPOUT ° ALUM N ~ SHOWN DASHED WINDOW LOCATION GUTTER 0 1x8 FASCIA i 1x6 FRIEZE ALUM ~ W/ OPT. SHARED BATH 0 5 5 HRRDI- GUTTER ' 0 PLANK i ~ SADDLEN D/ D/S 6 i _J PTP ~ ~ J ~ TRIM 7/9/07 ~ - 8' RIDGE VENT i\ D/S 1x6 D~ S D/S ~ c~n o TRIM i _ ~ ~ i ~ HARDI- m i QJF~~¢j ~ U~ J~(A D/S 00 PLANK ~ I W SEE RIDER i SHEET FOR ~ ~ HQ 1x6 ~ SUNROOM ~ ~ ~ _ ~ HARDI- ~ m N ~ i i ~ PLANK ~ ~ ~ ~ z TRIM i ~ o~ D/ i; D/S /S i D/ D/S H IL N ~ ~y D/S i I ? i I 16'x7' OVERHEAD DOOR OPT'L, SIDELORO OPT,/EXTRA GARAGE THIN BRICK PLINTH AROUND ENTIRE MASONRY FIREPLACE PORCH Q ~ BRICK RETURN RAILING PERIMETER OF HOUSE LEFT SIDE ELEVATION IF BRICK~1 ~ SCALE; 1/8" = 1'-0" SCALE~'~ 1/8" ~ 1'-0" SCALE; 1/8" = 1'-0" TRIM CORNER BD. RT RRIL'G MOUNT RS NECESSARY CENTER LINE OF PORCH COLUMN OPTIONAL 2'-0" ~ 1x6 TRIM BOARD ~ 2x6 W/BEVELED SIDE BUMPOUT MIN. 8" ABOVE GARDE TOP EDGES SHOWN DASHED ~ "THIN BRICK" 1x4 TRIM ~ PLINTH 1x OPT L. BRICK IF SIDING -2x6 RAIL'G MOUNT ~ OR STONE (INSTALLED BEFORE SIDING) F== BRICK SOLDIER L~ COURSE O 0 0 0 0 0 0 FRONT IF BRICK -1x6 RAIL'G MOUNT 16 3/4 w/BRICK (INSTALLED AFTER BRICK) 12 3/4" BRICK w/ 1/4" BEVEL ON ~ VENEER m TOP RND SIDES 2x2 PICKETS 1x8 BRAIDING FASCIA BRICK/THIN BRICK 1x4 TRIM ~ BRICK BUILD OUT ~ LINTH CORNER TRIM 4 1/2" ' SOLDIER COURSE SCALE, 1-1 0 , TOP OF SCALE. 1 -1-0 CONCRETE PORCH 1x6 IF BRICK ~ BED MLD. ' • ~ ~ ?C .o, .o,~. ?oo??? ?oo? ~ - 1x6 ~ ??C =?ooooo? ?oo? ??C SCALE, 3/4 -1-0 ADDRESS STONE BRICK ROWLOCK SILL SCALE. 3/4"=1'-0" ~RICO< ®PT. ®p~p~p< ®~OCK ®PT, ~ OPT'L. SIDELOAD GA~RGE 12 6 , 44 RIDGE VENT SCALE, 1/4°= SICK OPTIONS 7 1/4 _ _ ALE, 1/4"=1'-Q" TAIL ~ I COMPOSITION SHINGLE S G (3) 2x10 ~ 3030 FIXED WINDOW BLOCKING I OVER POST I 12 CDM 985/36 f. SEE FRONT 9 CROSSHEAD 1x4 1x4 OPTIONAL 2 -0 I GABLE DETAIL 10 SIDE BUMPOUT I THIS SHEET PANELED 1x10 8.. I 1x10 SHOWN DASHED I ~ SHUTTERS I I (TYPI I BEADED SIDING lx TIM CUT TO FIT 3/4 xl 1/2 I I WOOD SOFFIT ~ TRIM WRAP SHEATHING o I STANDARD ON FC o FLUSH T&G BOARD SIDING z ~~.J W I I ~ I (HORIZ,) -PAINT ~ I 1x8 FASCIA 3'-2" ~ = SHI 1x8 FASCIA ~ ~ cn I ALUM 1x6 FRIEZE NGLES ON 712 1x6 FRIEZE I I z GUTTER PITCH EYEBROW o N H I i I ~ co ~ ~ 1x8 PTNWHEEL ~ o I I COLUMN ~ ~ ~ ~ 00 E I ~ x6 C~ i t w D S RIM II m I I D/S I I oo W O II ° ~ I~ i I 4x4 P.T. POST ~ ~ ~ o ~ I~ 12 I I F- ~ ~ m I-I I ~ I ! CRICKET ~ ~ m I ~ 1x6 TRIM I ~ TYP. AROUND I 1x8 FASCIA ~ ~ WINDOW oo ALUM 1x6 FRIEZE U EDGE OF PORCH ~ GUTTER GUTTER 1x6 CDM 985/32 I FOUNDATION TO I 1x6 TRIM 1x8 TRIM ao . ~ ~ ~ OF COLUMN 9" CROSSHEAD ~ ~ 3 a I I ._4.. O I ~ ~ oa I O ~I x u~ io ~ o O N I O I ~~0? ?00? ~ ~ SCALE, 1/2 -1-0 I a 0 ~OC~? ~ ~ W ~ I D/ 0 0 ~C~~? ~ o PANELED CDM 1485 CROSSH A 16'x7' OVERHEAD DOOR 8'x7'-2" OVERF 3'x7'-2" OVERHEAD DOOR N PORCH RAILING -SEE E D ~ DETAIL THIS SHEET SHUTTERS 1x6 TRIM 8'x7'-2" OVERHEAD DOOR 0 TYP. 8 PINWHEEL BRICK MOULD °o COLUMN (TYP.) 0 OPT'. SIDELOAD GR~AGE SEE PORCH DETAILS W~ ~ ON SHEET 8 WD SCALE. 1/4" = 1'-0" 0 I a covington_C (f) ~ i i I U c H N ISSUE DATE: ~ 09/30/05 = REVISION: H ~ ~ 0 0 N ~ 055 PTP ~~9/0~ Y OPTIONAL EXTRA 2'-0" 12'_0" 18'_2" N C7 O ~-----~------------------------------------~-------------------------------------------------------->r 8'-8"x14 SUNRM IF I a~a~~ O~ I I I I J N SEE RIDER SHEETS ;BUMP; „ FOR DETAILS ~ 48 0 O~~ b 50'-0" w/BUMP I , I 11'-2" 19'-0" I 17'-10" ~~N~~ >J~O~C I -k--r- , 131_211 w/BUMP II I_ II I II Y I I --I----- 6-$---------~------5-$-------~'--------6-8--------- Y OPTIONAL EXTRA ~ ~ ~ ~ I ~ I , I MASONRY FIREPL, I ~ I I - - - - I l I ~ Ic-------i- - - - - - - y I , I I I I I r ~ I ODD I NI I I I I I I I I I - - - -~I 1 - - - - - - - - - - -I I rl- - I ~ I I I I I I I r------------ ~ ~~nn I I I I ` /2 o I I,n I I ~ U I I ~0~ I I I o,, I I I F I I I I _ ~ I - - - - - - - - - - - - - - - - - - - - - - - I I r - - - - - - - - - - II r - ~ r - _I I I I I I ~ - ~I I ? ' I r CRS, 13 I '~I I I I I I I I`,I I I I I I I I I I I I I 18'-4" I I I UNEXCAVATE I ~~F~ I I 0o I I I I I 6" BLOCK I 4" CONC. SLAB OVf BASEMENT WINDOW ' I ~ I „ I I I 1~ ~ I Q I 4 GRAVEL BASE NC. SLAB OVER I I ~RRVEL BASE I I DELETED W/ ALT. ~ I I I I I~ I CRS. 8 ti 0 I SIDE BRY ~ I ~I ~I I I I ~ C~ I I I - - - - I I .,0 I I in ~ ~ I`° I ~ , I 1 O I ~ 11 I I CONC, SLAB ti I I ,I 3 1/2 O.D. ADJ. STEEL S TO TOP I I I # I I I N (SCHED. 40) ON I I FLU H ~ti CRS. 13 I COLUM OF L BLOCK I u U / I 44 x44 x14 POURED I I II I m & 6 BLOCK I I I ~ 1rJ I I CONC. FOOTING I I I I II I II ~ (48 x48 x16 FOOTING II II I I I so m N Y ml I L BLOCK I I I ~ I W/ 2 FT. BUMP) 1/2" CONC. SLAB OVER I I I H I CRS. I I I I o I ~ ~ 14'-10" ~ ADJ. STL. VAPOR BARRIER RND I I I I 3 O.D. 8 I I 4" GRAVEL BRSE I I I N . I 16'-10" w/BUMP COL. ON 24 x24 x12 311 51.811 I N ( I I lp~~,r:'~~?ir~, :~r~::::r::: POURED CONC. FTG. I I I I ' ....'.:1 r - - I Y OPTIONAL EXTRA I W oC x I ~ - - I ~ o I 1 ~ I _ (W12x19 w/Bl1MP) i:!:=':::':',!',::.::::'I _ ~ O I I I - 1 11 - - I I o 0 ~ o I I FOOTINGS WITH REINFORCING 23 -6 LONG u::::a ::::::::::::::::::.:::::::::a HALF BATH R.I. I t (25'-6" w/BUMP) I::::::!II€III V I I I r ~ I J J ~ ~ I I SHALL COMPLY WITH SECTION I I , 1 1 1 1 1 0 I 1 25Q.5Q OF THE 2QQ5 NEC. : I ~ I I '1 ~o-, CRS. I ~ I I . ~J I I I I I I I I I I I I I I # ' I CRS. 13 7 1/ ~ I I I \ 3 1 1 1 1 1 1 1 1 11 I I I v I - 11-3 H I ° ----------------------r I I I II II II I I ~ i I I 1 m I 2x4 WAL ~ ON II II II II 1 ° ~ I I / I ~ ii ii ii ii 1 I I I r------- ~ I co l TREATED PLAT ,I II II I I I I o H ~ Y ~ I ~ 17~_ BASEMENT F Oblz 11 II II 1 I ~ , DOWN 1 1/2 CF OWN 1 1/2 CRS_ _ ~I-_--l J ~ _ , II II II I q - - - - - - - ,--I ! NI - t-___ 1 11 "q u n u u I I , u ' I I 1 n 1_ n I ~ II II II II I I -------_--i' N I m 19-2 w MP 3-8 _ 1 2-8 8 0 ~ - „--u--~~-y F- I I I , r ~ ~ -----------il - - 4--'--------- ( 80 4 ~ ~S`~ H ~R ~ m I ~I -----------1~ - I LEC SV RNEL 16'-2" I 1 s'" 11 I I I ~ .I - I I Y OPTIONAL EXTRA ° I I E III ' , .I I ~ ~ - ~ o I - _T-,, ; I I I w/BUMIP I I ~ ° I ~ , I I I LOC N MA URRY I I ~ ~ III I I 1 1. I ° , I I I d' H I I FULL BATH R.I. I I I-, N t ~ I I H I 11 ~ I I I I I- I ,r-,I I \ , r r - - -I - - -I 1- - - - - - - - - - - - O '___J 00 I I INI_____ -I III ~ I I _I I I pp ~ I II~~ I III ~ ~ - _ _ _ _ J NOTE; BATH ROUGH-INS ~ 14'-10" ~~~u' -----11 1_ 11 I INCLUDE PLUMBING ONLY, I 9 ~I 16'-10" w/BUMP iv; ~ I I 12" CONC. N I I _ ~ _ I I F.. - , I UNEXCAVATE r , I I ~---a:-:.:r I m , I I h:::: i:~;~''.;f I I 6'-011 I I 411 CONC. SLAB OVER I I BLOCK W I I W12x19 STEEL BERM :~~~:''::`~:I I 4" GRAVEL BASE I I I I ? I I _ (W12x22 w/BUMP) -..,IZ _ _ ~ ~ I I I I I 27 -6 LONG I~ I I (29-6' w/BUMP) III; I DN. 2 CRS. W/: I I I I I ~ b I I 11 ~ .::1 11x8" SOLID CRP 00 I I I I I I I I ~ I I Q GLASS BLOCK I I .1 I I WINDOW (TYPJ / N'oc ~ - I I of I ~I ~ ~ I::::: :::::I I I N I m \ H I I ~ I I 1/2" O.D. ADJ. ~ N I ~ I I # ~ ICI u : O N 1~ N ° m ` I I I ml STEEL COLUMN ~ I ~1 ~ W ~ I 3 1/2 CONC. SLR OVER - 1. (SCHED. 40) ON °D ~ r 6` I I H I VAPOR BARRIER RND ~';N H I I 32 x32 xl2 ~ 1, 6~ I 00 oc # ` ~ ~ 48"x48"x16" POURED ° _ I - m ~ SLOPE 1 ~ I ~ oo °L ~ ~ ~ 1 I io "o ~ I I I 4" GRAVEL BASE 0 6~~`~ gyp,, 1f I ° ~ I ~ CONC. FOOTING ~ ~ THICKENED ~ I I N~ L FLOOR I~ I~ N H I-I H I I SUMP PUMP IN(52"x52"x18" POURED ~ WALL FOOTING ~~6cA; gyp,, I I H OL 1 I N I I A I I ~ ( ~ LOCN MAY VARY I,~CONC. FOOTING W/ 1 ~ 131 0 ~ I m M I 1 I s, ~ 'P,T I I l0 in I I , OPT L. 2 FT. BUMP) I I A, C~ I I I o NOTE; OL I 2x8 P.T. SIL PLATE W ~ ~ N H I ~ LUG-OUT I I ~ O 6 ~ I I _ I I I ~ BRICK LEDG - - G~ 6 c' I I ~ 1 o I N R RN R~~ UMED DALLOWABLES SOI ON 1 I BEARING PRESSURE OF 2000 PSF U - I W/ BRICK T. ~ I J J ,~1,p II 1 I „A ~ BRICK i I:~ I I I I ~ I NOTE 3 0 ~O ` - - ~ ~ O N H U II': I m OD U C'~ I - H ,-i I H I I I (V (V OL II' I (n 1 n ~ I FOOTING DEPTH @ GARAGE DR. # r ~ ~ d.~m ~ml I 20-4 ~ I I - - - I~,~:, I y I I I 111 I II I 11 I II I II I II I I I # REQUI ED DEPTHOR IFROSNLINE ? 12 CONC. H ~ z - - - I',', I t 8 3/811 ~ , H 4 2 0 5 0 2 0 7 -4 (7 0 IF BRK. I I ~ I I 8'-4" w/BUMP I;': I I BLOCK _ I ~ H ? W o m I LUG-OUT 1. 11 I I- r-------------------------- I m , I I 1 2 8 0 BUMP w BRK _ _ _ _ I N -Nm FOUNDATION REINFORCEMENT -J ~ O o - I FOR SLAB I!', I ~ I 0 o I BUMP ~ DOWN 1 1/2 CRS, _ _ _ _ _ ~ PER ATTACHED DETAIL SHEET W W ~ _ I 12 BLOCK 6 20 FTG ~ ~ I N ~ I I I w/BRICK OPTION T-- ~ I t N - ~ N o ' II N m I I I I - :r: I A, ~ ? ~ li H ~ ~ II .-I I r-TU I _ SIDELOAD GARAGE ~ m °0 12" MASONRY I I ~ I I ~ I I ~qH o PILASTER TO I ~ N m ~~~o p~ W I, SUPPORT LINTEL I ~v ~ BR CK VERTICR BL BL OLTS PER ~ _f ? ° (TYP) I ~ - ~ LEDGE .1 .1 1.11 I ~ DN 1 CRS. 1-4 16 -0 1 8 "L" BLOCK SHEAR WALL U ? Q o I,`. PORCH FOUNDATION o Q}~ UP 1/2 COURSE ']1_011 1'71_Q11 11'-4" 1(71_011 SHEET N ~ ~ I II / IIJJ `7 ° 19 -8 w/BUMP 0 u~ o Y OPTIONAL EXTRA E ~ EXTERIOR ~FRCE ? ~ ~ M.O. BRICK #1 N °o BRICK #2 NO "L" BLOCK IF BRICK W GARAGE OQR = ~ MASONRY OPENING , ~o~;~9to~_c ~ N SCALE 3/4"=1'-0" a SCALE; 1/4"=1'-0" I 1 _ _ _ U SQUARE FOOTAGE r~' N ISSUE DATE, NOTE; FIRST FLOOR - 1321 SOFT. ~ D9/30/05 -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. M.BR. LEVEL - 533 SOFT. ~ REVISION 5ECOND FLOOR - 802 SOFT, H L OTHER WALLS ARE 9'-1 1/8" HIGH ' AL ACTIVITY RM. LEVEL - 296 SOFT. E TOTAL = 2952 SOFT. RLL STRUCTURAL HERDERS ARE FIN. LOWER LEVEL ADD - 539 SOFT, o / J \ (2) 2x6 -UNLESS NOTED OTHERWISE. OPT'L. SHARED BATH ADD - 10 SOFT. N DIMENSIONAL LUMBER FARMING BASED 2-CAR GARAGE - 407 SOFT. O0 0 S S ON THE FOLLOWING MINIMUM PROPERTIES Y 4PTIONAL EXTRA TYPE OF MEMBER Fb(asi) Fv,(~ (si) 1000 145 1,600,000 SUNROOM 1. JOISTS 0 D 2. BERMS 1000 145 1,600,00 PTP 3. HERDERS 875 135 1,400,000 7/9/07 E SEE RIDER SHEETS E LAMINATED VENEER LUMBER (LVL) BASED FOR DETAILS ON THE FOLLOWING MINIMUM PROPERTIES; ~ ~o° ~~-oQ Fb( si (s' 2650 285 1,900,000 Y OPTIONAL EXTRA U~~~ W MASONRY FIREPLACE ALL POINT LORDS TO BE BLOCKED SOLID , °QNW~ i PORT MEMBER OR FOUNDATION. ~ TO FINAL SUP DECK 6 STEPS ~m J ALL OPENINGS UP TO 3'-4" WIDE TO HAVE RS REO'D. (3)-2x10 HDR. W/ ~ ~ 1-2x4, STUD GARDE SPF. JACK _ MRS. FIREPLACE 4 A MINIMUM _ _ _ _ _ ~ U I~. N li { OR 5030 TRRNSO STUDS UNLESS NOTED OTHERWISE. r _ _ _ _ _ _ ~ , I r__ 480 ATER THAN 3'-4" WIDE TO 12.0 _ RLL OPENINGS GRE , I L _ _ _ ~ 50'-0" w/BUMP RRDE~ SPF JACK STUDS 17'-10 HAVE 2-2x4, STUD G NOTED OTHERWISE. 11'-2" I I I 19 -0 UNLESS 12'-0" 13'-2" w/ UMP I I I r - - - - - - , ~ ~ 7~_0~~ ~ 5'-11" 12'_0.. • - (3) JACK STUDS TYPICAL ~ 11'-0" 4 -0 4 11 INDICATES 1' 4" 2'-8" 3'-6", 2'-8" '-0' 4' 0" ~ UNLESS NOTED (~2, SPF) (2)-2x6, # SPF ~ ~ H.B. 2-4 2 0 I I I I I (3)-2x6 H R. FULL HT. KING _ NON-STD. STUDS (~2 SPFI ~ (3) 2x6 DR. # INDICATES QURNTITY OF w/BUMP w/BUMP 5TUDS (T P.) a I -INDICATES QUANTITY OF RIPPED LVL STUDS ~ TO Ut~DE SIDE 306 W/ 3060 W/ " WALL HT 17'-10" t2650Fb-1.9E) ~ 3030 FIXED ~ SLOPES 5'-3" WALL HT. # L 3/4 WIDE BY WALL THICKNESS F ROOF 3030 IXED ~ WALL (21-2x10 HERDER TRANSOM U DERSIDE ON TOP OF BLOB TOP OF BLOCK _ TRA SOM ~R/ , TO PLATE TOP @ OF R OF W/ DOUBLE TOP o 2$60 _ ~ ' A.F.F. I -N ~ 6, ;~;::::::~.~~.:c:~.~8~;~. 911/ `I~::.. Q:. - 4040 SLIDER 4040 SLIDE e _ 2x6 STUDWRLL ILL ON P.T. 1x SILL o0 8,- 1/$„ BRICK LINTELS BAG. ~ ~ ( (2) 2x6 ON P.T. lx S z 8~_ ? FURR CEILING DOWN SPF ~2 12-1 WALL HT. LVL HERDER -SEE LVL HEADER -SEE o W UNDERSIDE I RMING PLAN W LI 3 1/2 x 3 x 1/4 I 2x4 STUDS TURNED W LL HT. /~R LLH STEEL LINTEL 4 FLAT - 8'-7" WALL HT. ~ o x TO FRAMING PLAN FR I m H OF HEADER ~ I- ~ I ~ RES. CPT, J ~ 5" x 3 1/2" x 5116" I SEE DETAIL ON SHEET 5 LL8 LLV STEEL LINTEL $ i in I o ~ o m Q ? RES. b 6" x 4" x 7/16" 8~~ I DRYWALL SOFFIT LLV STEEL LINTEL FOR DUCT WORK W oW ~ ! [DO NOT CONNECT TO HEADER I BUILD RS TIGHT (51-2x4 JACK I ~ _ ~ H ~ ~ ~I 5TUDS DOWN ~ r I LVL BEAM ABOVE 70 DUCT AS ,7 TO HEADER ~ BOT, t~ 9'-1 1/8" R.F,F. - ~M 2x6 WALL 1T-6 1/2" I POSSIBLE BELOW ( cv SEE FRAMING PLAN CARPET I I ? N w 8'-7" WALL HT. OPT'L/EXTRA ° x 18'-p.. ( mi 11-4 (3)-2x4 '-1" 13'-4" w/BMP ~ ~ I 3___ WOOD RAILING UNFINISHED 2 SPF ~ W ELIMINATE BAG. WALL _ m ~ L~1~. I CARPET _ OILER L V ~ o m I "`----~-:-k 2'-:10"_ 8" TOP DOOR & WALL o SCRLE~ 114"=1'-0" I N o ' ~ o, , o I ~ ~ ~ ON 42 IF OPT. FIN. 4 -3 1/2 ~ ~ I N I I I H. WALL LOWER LEVEL WALL HT, N ~ N OR FIN. STAIRS i ISLR D W/ 2 FT. ~ I I I I ~ EN SIDE ~ III _ LVL HEADE UP FLUSH w/MAST K TCH I , ~ oo - (3) 2x4 _ . N R I C I BUMP LEVEL FL00 FRAMING - (2l 2x4 II #2 SPF P 8 R LAN I - KETCH N ~ tt2 SPF BOT ENDS. SEE FRAMING P . - , RES. ~ , _ O I I r_ ~ i ~ ~ ` , i ~ I ~ ~ ~ I - I ~ o ~ ~ 8'-11/8" I o ~ ~ WALL HT. I m i i. ~ ,,...BR~:::..w L. HESE WALLS I FURR-DN 8' (FIN. ~J ~ 8'xT .H. DOOR P ~ L1~~ ) I LOWER LEVEL ONLY) ~I~JJ I - ~ ~ ' ~ T 8x7 _ - in 2668 DN ~ DRYWALLED _ (2) 2x #2 SPF I ~ ~ _ ~ _ ~ / I YS 3 2x4 STUDS TURNED ~ B THE o I ~ ~ ~ ~ ~ ~ (2l 1 /4 x11 (2) 1 /4"x11 1/4" LVL , FURR OUT FLAT - 8'-7" WALL HT. ~ GYP. BOARD ;i I , , _ .v _ _ _ - 3 3 CONT. HERD CONT. HERD R IFOR HVRC SEE DETAIL ON SHEET 5 FINISH ~t s ~ O `rt ' I ~ . ' BAG. WALL LOPES 2'-8" 8'-0" 8'-0" 1'_4~~ L _ - - - ~-,-,i i - 3 1/7' CROWN i fV U v D 2 CEILING S MOULDING 0 0 UNDERSIDE I - 2 0 m ;.a b I r - - ~ - r ~ TO (4)-2x4 ~2 SPF _I -----F-i ~ i-I-~ ) 3 U2 REVERSE pp - l~ i ~ I N o ~o ~ I 11 ~ ~ _ i_ _ _ _ I OF STAIRS NER S eRSE ~ N m ~ - -e ~-1--- W/ OW ' I ~ . ~ i d' 2 3 2~ N , ~ ~ I{ I I' I ~ I ~ ~ '-2" wJ MP ~ ~ I I I ~ RETREAT ONLY m 5 I z I LVL BERM P m : _ GROWN MQULQLN~ ° FLUSH w/2 d I 6$ ~ ~ rl ' ~ iv BAG. WALL - 2 L Y FLOOR FRAMI G I N ~ cb ~ N I ~ N -SEE FRAMI G ~ RE • ~ cb~ RES. cA~, ~ N ° N ~ ti cp w PL N ~ ~ 2~ ~ 3'-11/2" 6'-0" I ~ ~ ~ ~ 68 N - 3" o I ~ o BRG WALL y OPTIONAL EXTRA ' ST 3" .D. ADJ. ~ w 14" WIDE COUNTE TOP ~ ~ 2 ! 5 SH. ~ ST EL COLUMN - ~ a ~ ' w/6" RADIUS CO NER~ s Iir' cROwN N I N ~ LAUNDRY TUB (11' (11 GAl ~ o W ~ HALF BATH ON 42" HIGH RLL , ~ ___f J ~ ~ ' 76 C•Ot - ~ #2 S F In PAINT SIMILAR I 28 (2 -2x4 _ o I 5-7 1/2 5- 1/2 JACK 5TU S 1R/1Siv SCALE; 1/4"=1'-0" 9~~ ~ T 1/2" w/ M ~ ~ Zx WALL o z ui ~ 4' O~~ w I BEARING in - DOUBLE WALL I_ 6'-0 1/2" ~ 1R/1S;,~ _ EL BERM OR I 11 0 1/2 WALL RES - W12x26 STE ~ _ 3I4" BED MOULD w/2ND FLO . CPT. c.T. 2468 N - - --'-~~-ii' ~ N 2~ L~ - Q X (Y) ~ SHARED BATH I 13 0 112 w/BUMP rBla GYP. BOARD - ~ ~ o m ~ _ ~ ::eH:....... MC oo RES. FINISH I lV r0Q) o 2~ oD N _ - 1 J of ~ ~ ~P"# i - i - I CARPET ~ 2068 N 2 PC. CROWN _ E ~ 6'-1 1/2" 3'-7" _ - o ~ W coo o I I (6) 2x4 o F _ I o & CHAIR RAIL ~ ~ ? CEIL. STEEL BERM FLUS o .T. N = 3 1/2 O.D. RDJ, I M UP FL ~ © ~ ~ COLUMN ~ w/ACTIVITY LEVEL LVL BEA ° STEEL ~ T624 o SEE SIDELOAD ~ ` w/2nd FLOOR FRAMING , ~ cv CARPET (SCHED. 40l FL04R FRAMING. b N a CONNECTION z N DETAIL ~~_g~~ 10'-1 1/2" W (3)-2x4 SEE FRAMING PLAN N 2068 2 PC. CROWN SEE FRAMING PLAN I m 1 ~ 19 -4 1/2 - #2 SPF WALL HT. 10 -0 ' 3/4.. ~ ~ ~3° 4 0 BOTH ENDS 10 1 A (61 2X4 W R _ _ _ _ _ iv iv r - L_. _J N - - o ~ ~ GARAGE BAY- MOVE 0 I~--LINE OF x RE~ ~ r-~ ~6' 4 1/2" W/ 0 - 3068 DOOR i;; m 2nd FLOOR b~~ I~ ~ ti/ w/14" S DELITE., I 3 ~ 3 ` i BRIC BERM UP FLUSH ~ 1/2 ABOVE N I \ / (2)2x10 DR. W/ LVL I 3" O.D. ADJ. STEEL - - ENC. FO ER OPT'~~ w/2nd FLOOR FRAMING COLUMN _ ~ I 4060 FI ED 2'-11" SEE FRAMING PLAN N F~ TEEL BEAM 19'- ' LO G w/3" 6 - I 2.0 7 4 I•. W12x22 5 (11 GRJ b O 2 0 5 0 rn IA. ADJ. STL. COLUMNS TECH END - 8 4 w/BUMP I, _ EA. END ~ N ~ I 1-4 _ _ - 2'-4" ' - - P R 'H - 16'x7' O.H. DOOR ~s ii c I w/BUMP I•, - C W (2l 2x12 CONT. HERDER I WIN 3060 ~ ~ fV V 2x10 BOX 7 16" OSB SHEATHING ~ I BERM - / , L1L. W ~n MUST BE INSTALLED ~ I ~ Y HEADPIECES FOR U O ri N R i °o TO INTERIOR GYPSUM ~ - _ W/ BRK. -t r ~ ~ ~ I BOARD AT THIS , .~I STDE~,OAD GABAG~ CC AND FC ON POR H ~ ~ STEP, ~ I.4» 16-0 1.8 SCALE; 1, N LOCATION ° , 5'-9 5/16" ~ - 5 5 ~8 5 8 RAILING ~ 5 9 5/ SCALE; 1/4"=1'-0" N DOOR CASING 0 6'-5 5/16" w/BUMP 6 -5 5/16" w/IBU 6'-5 5/16" w/BUM ~ HEADPIECE o ~ 11'-4.. 19 0 4"x4" P.T, POST 17-8 ONE SIDE ~ o W/ GRLV, G185 BASE '4 3050 HEADPIECE ° & FASTENERS IN 8" ~ 3050 w/(2) 1 4" 1/4" VL HDR. TWO SIDES W 4- ~ PINWHEEL COLUMN O -f-----.. ALL OTHER DOORS W O GET STD, TRIM ------,1-- - I II Y OPTIONAL EXTRA zm N 7~_g~~ 5 -10 0 56 0 covington_C (n BRICK ~1 (4l 2x4 JAC R ~ _ - A STUDS DOWN u_ Iesinmi N ffL -J I U MUM. SCALE 1/4 -1-0a 0 a I _ _ _ NOTE, H - INDICATE5 NON-STANDARD HEIGHT WALLS - RS NOTED. Og/3p/05 TE~ RLI~ OTHER WALLS RRE 8'-1 1/8" HIGH ~ REVISION. ALL STRUCTURAL HEADERS RRE (2) 2x6 - UNLESS NOTED OTHERWISE. FRAMING BASED DIMENSIONAL LUMBER ON THE FOLLOWING MINIMUM PROPERTIES; ~ TYPE OF MEMBER Fbt i Fv~ E~• N I 1000 145 1,600,000 © 055 1, JOISTS 1000 145 1,600,000 •2, BERMS 875 135 1,400,000 3, HEADERS P T P LAMINATED VENEER LUMBER tLVL) BASED 7/9/~ ON THE FOLLOWING MINI\MUM PROPERTIES Fb~ Fv(~ E(~ ~O 2650 285 1,900,000 H LOAD5 TO BE BLOCKED SOLID J~J W ~ ~ ALL POINT NDATION. U TO FINAL SUPPORT MEMBER OR FOU WJW UP TO 3'-4" WIDE TO HAVE OQ ~ H N ALL OPENINGS m 0 A MINIMUM 1-2x4, STUD GRADE SPF, JACK STUDS UNLESS NOTED OTHERWISE. ; ~ ~c~ RLL OPENINGS GREATER THAN 3'-4" WIDE TO U N ~ ~ UNLESS NOTEDT ODTHERWISE,SPF JACK STUDS ~ -INDICATES (3) JACK STUD5 TYPICAL UNLESS NOTED (~2, SPFI 1 ~-INDICATES OURNTITY OF NON-STD. 5TUOS (~2 SPF °jJ • u ~ :INDICATES QUANTITY OF RIPPED LVL STUDS SCALE; 1/4"=1'-0 ~1 3/4 WIDE BY WALL THICKNESS (2650Fb-1.9E)(~~Rpp J ~ _ 18'_4" - 1/211 ~ 36 I ~ I 8 1/ " 5'-0" 8 1/2 lJ I I r, '4 3840 TEMP. _ _ - _ I I _ _ I 42,1v II ~ _ _ ~ 1R/1S I~ li it 1 7 -0 ~ o I I BEARING WALL ~ w P li ii W.I.C. , I I 5EE SHEET 9 ~ = CPT. ' I IN - ~ ; ~ ' 1 11 ~^'I 10-5 li I II ~I ~ ~ U N I W~ , II li 7 9 3!4 HIGH y- ~ I H N I ~ g-1 1/8 I WALL ON RAISED J ~ r r~ I ti WALL HT. Tl'P. I~ ' OOR DECK ~ 0- I ~ LUL IN FL RT ~ ~ I Q ~ I THI5 AREA 1i I FRAME FL ~ _ _~I ~ N 22"x30" ATTIC 1' 811 w/OPT'L 3- ° MR TER li CESS IN WALL IQED FPLC 1R/1S 5 SH, in N I AC S RTH 31/2 it iv RES. r li ~ ~ o ~ 2468 11 li I ~~~'a-~ 1 1. GREAT 1-8 _N ~ ~ 7 -7 3/4 m ~ I : ~ ~ HIGH WALL ROOM ~6 N 's N 2 I ~ ON RAISED R ~ it ii ~ BELOW OPTIONAL EXTR ~ o LVL IN Y I w' 1 3'-~" FLOOR DECK 11 11-5 ° 3'-2' 4 8 1/2 WOOD RAILING 6 0 ii ( " w/BUM 17'-8 1/2" 8 i/2 OD RAILING ii I 11'-0 1/2 WO STANDARD ii I N 13'-0 1/2" w/BUMP ii N ~ - ' STER - I ~'1 I ~ OM # 2668 DRO Y BED D ~ R ~ ~ I°D CARPET w D 8 CARPET o. ~ TUB_ ~ o - o i I J o U7 to _ - 1 ~i R 'i ~ I - _ _ - '1 J ~ ~ _ r ~ - ~ J _ r - - - ~ J J _ ~Q- I 1 o ~ v N i I > SLOPE WALL TO o 0 0 ~ w ~ r'~ HALF-WALL iv I ~ MATCH TRUSS ~ ' - RUNDRY - , ~ I , ~ _ m 1 ~XU 6~ OOD ~ /^1 iv RES. ~ I ~j} I ~ ~ CAP STD. I SLOPE WALL TO I ~ d ~ o $ '~"',1 OD RRILIN I TRUSS °D ~ I ~ II N tr6 WO ~ MATCH ~ DO B - - - - - - ~ - ~ 2 T./EXTR, 1, m ~ , ~ r=, ~ 1 11 3 7 OW co I~ i I II _ I 2 2 ~ RLL N I I I I-, I I HR ED ~ BRG W I N LOFT ~ ` -1- SIB L_ ~ ~ I o = 1 I O ~ - ~ BATH ~ PET ~ I ~ cn ~o CAR o , O (V ry Z 11 ~ s\-'I I ~ - ~ 1- /411 ~T 7 5 in DN 2R 9 3 1 0 11 m m ' u~ W (7'-5 w/BUMP) , I ~ ~ in WALL HT. ~j o ~ m J NRT ? ~ ~ - '-3° T~ Y ALTER 3 4 . 1 LAUNDRY TB2 r~6 r~T' 68 1R/1S ti 2~ I ~ 1 ~1 - 6g RE5. ` W I_ ~I 5-4 ~ CT VITY 5 I o I~ 5 ~ n (T-S" w/BUMP) ~ N'~ / '-6 1/2" ~ in E T R O ~ ~ b I ~ CARPET , W ~ ~ o a o m I TB24 ~ OC ~ ~ I ' X ~I I f u iv 1R/15 _ ~ ~ 9'-3 1l4 I 0 #3 1 11 10-0 E R 3-3 WALL HT. LC ' I RPET ~ 1 ~ 1. 11 CR ~ 15 10 I 11'-01/2" ~ N o 11 6-0 1,~ ~ (61-2x4 ~ ~ DOW (6)-2x4 o 13-0 1/2 w1BUMP ~ ~ WIN JACK N ~ j , ~ JACK oo SEAT I= ° ti ~ STUDS STUDS 3030 FIXED II m 3050 1. 9'-6" W I N 1 11 '-10 1/2 11 ~ 30 FIXED 10-8 I m ~ r I • , ~ #4 o TWIN I ~ BE R 305 °o ' ~ _ ~ ' CARPET _ I ~ o d. ~ _ _ - _ J I fV fV ~r,nl ' ' fV _ LLU1J J w' ' TWIN 3 0 _ I ~ ~ I II 31 011 31-411 [I II 61-A 11 6 -4 O W ~ I 11 5'^811 5 -8 ~J Y , '-711 3 -0 _ ~ J ~ ' 2,_111 12 i _ T _ _ _ _ _ _ - r _ 3030 FIXED WINDOW IN U 0 ' 14'-7" w/BUIMP _ - - - - - - - GABLE ABOVE - 4 SEE ELEVATIONS r~ , W ~ r~ ~ L~ 6'_411 11'-4" , ~ ~ 17'-811 o o ~ ,19'-8" w/BUMP ~ 4 W ca- N i OD i W 0 O I ~ u i ~ n N 48'-0 Z covington_C (n d' ° ~ " wJBUMP ° , 21.011 50 0 N f`]~~MI .-~rnn~ IC'1 C~I nn~ P~ N tA. UIVU I L_VVI~ „ . N O n I i U c H ISSUE DAl R-13 ~ 09/30/05 INSULRT ION i REVISION; ALWAYS H FULL HT 3 0 9 5/8" 2x4 WRL 0 N L FRAMED FLAT m 2x4 BLO ' - CKG 00 1/2" RIR SPR I~ CE 1 1/2 R-7,5 FORM _ BAD. p~~ u I EXTERIO m R D DPAINRG E S ~ n- ~ C _ R _ B L oR E RD 1/ 2 1 C ~ 0 ALWAYS R o LVL BEAM BEYOND O OP ;EN XO::..:. OWNERS RETREAT OPEN: TO N pYER: R . S.ERS::R~YOND... . ::BELOW:::: ~YOND, : ~J/: STANDARD: RCTIV : ITY.... IVITY ~ c~NrER - 5~E H . . HALF`WRLf~: W/ . . S .SET 6... ~'T 6 HALF=WALL W/ I m W O.Qp : ~Ap :ST.: _ D, . WOOD: CRP 5TD ~ ~ BEQROOM WOOD RATLS OPT'L I I I WOOD; ,RAILS, OPT'L 1 1 1 1 1 1 1 I I I I I I I I I I ~ i~ ~ J J J J J J J J J J J 1 I I I I I I I I I I I I I I I I I I I I I I ~ ~ ~ f I I I I I I I I I I I I ~ j ~ oo I i i ~ J~ J J J J J J J 1 ~ a o0 4E~jjEEi~E~~EEEE~~~~~~ oo 1 ~ ~ I ~ ~ ~ ~ I ~ i ~ ' ~ ~ ~ ~ ~ ~ i j ~ ~ I I t f f ~ ~ . I ~I~I i I 1 j ~ ~ ~ ~ ~ ~I ~ j l i l l~ l l l l i y y??~ ~ S S S S i S y'~ ~ I;' ~n~ ; N. 1 _ ~ I I I I I I I I I I I I I I I S S 5 ~ ~ I'' I I I I I I I I I I I I) I~ I~ _ .--I (6l RISERS SEE SHEET 6 _ THIS STAIR ~J 00 ~ 42" WIDE SHOWN W/ OPT'L. d~ OWNER'S RETREAT ° $ RISERS 2ND FLOOR JOISTS PER PL N ~ 7 9/16" ~.~Q I in MASTER LEVEL JOISTS P ER PLAN 00 2x10 LANDING THIS STAIR OPEN TO I~1 T ~ LVL HERDER - 42" WIDE i fQYER SEE FRAMING PLAN 0 METAL BEYOND EN I HANGER 8 RISERS ' ~ 7 11/1611 N m SOFFIT FOR HVRC r :OPEN: FO DINING R.M:, BEYONQ ~ ~ I o _ ~ 7 RISERS 0o w ~ 7 3/4" fn 10 - 0 Zm Y - ~ H ~ ~ ~ ~ . ~ i~ in II T36S IDEA , - ~ ~ ~ w~L1BERM UP FLUSH 4" CONC. SLAB ~ , ~ ~ ~ ST FLOOR DECK - 1ST FLOOR JOISTS PER PLAN ~ - ~ o SEE FRAMING PLAN ~ o ~ ~ ~ ~ - o ~ 1~~~, bo I ~ ~r TREATED H BASEMENT PLATE ~ o THIS STAIR _ 36'I WIDE i~ 8 RISERS o @ 7 5/16" 4" CONC. SLAB 0 0 0 J N W m SCALE, 3 I II O /8 1-Q 0 0 Q W lf. V c H N ISSUE DATE: ~ 09/30/05 = REVISION; H 0 3 0 N 2x8 RIDGE w/ 2x6 RAFTER OVERLAY ~ 24" O.C. II II II II II II II II II II II ~I II II II 1 n II II II II II II II 11 II I~ II . D II II II II II III II II II II I II II II II ~I 1~ II ~I II II II I II II II II I I II I ~I II 1112 II 11 II I E II II II ~ II II ;I I; II II II II II O II II I II 11 II II I I D II II II D II ;I II II II II 11 I I I I I I t .:::::::::::::I:I METAL a i HANGER ~ ~ ~ DROPPf W/ OP DROPPED HEADER W/ OPT'L. OWNER'S RETREf RETREAT -SEE 2ND FL 2ND FLOOR PLAN 3 1/2 L_- i 12 ~ / ~ m ::::::LOFT::::::::: ~ ~EYO~1D:.:::::. v~ ° \ ~ / LOOK BEYOND cv TOP OF 2ND F 7 NAILER PLATE ~ ~ MASTER DR00 - ON TOP OF 1/2"DIR. BOLTS 12 BERM (EACH SIDE) 6 2 R. 7 1/16" 1 ACTIVITY RM. FLOOR JOISTS PER PLAN ~ 10" ~ 10° (61 RISERS / M.BRH ~ I ` i' ~ OPT'L. OWN R'S STEEL _ ~ ~ EXTERIOR STEEL BERM ~ ~ - - ~ - RETRIEAT SHEATHING PLATES/ FLUSH STEEL BERM- EE 1ST FLOOR PLAN - SHIMS SEE FLOOR FRAMING ° FOR SIZE 11 ' m m L ~ 7 11/16" ~ I II t==== ~ it STEEL BEAM- II I~ STEEL BEAM- SEE FLOOR O PLAN FOR ~ II SEE FLOOR SIZE „ PLAN FOR 1 0 I GARAGE DOOR II SIZE ° HERDER- SEE II ~ ~ MASTER LEVEL JOISTS PER PLAN ~ ~ II ~ ~ FLOOR PLAN FOR z SIZE ~ I I ~ \ II i Q II ~ ~ / II SOFFIT BEYOND ° Q[ \ II m DOOR FOR HVAC ~ ~ I~ m II ' \ II TOP OF 1ST FLOOR BEYOND N in BEYOND II Il - - - ~ / II : ~ II TOP OF B OCK :OPEN TO : LOWER LEVEL BASEiMENT m BELO~J:: ~ O "m W W O OL O ,CTION B ~ ~ SCALE; 3/8"=' ° N N O O W p N N m covington_C (n (D 0 a i - J._......,.____ , _ _ U c N N ISSUE DRTE; v 09/30/05 REVISION; H 0 3 0 N 2x8 RIDGE w/ 2x6 RAFTER OVERLAY ~ 24" O.C. - - - ----~-----~f- I~ II II I ~ I I II II I II II II II II II II II II II II II ll II II II II II II 2x8 RIDGE W/ 2x6 II RAFTER OVERLAY II @ 24" O.C. Q~ . LuJ E II II Ir ~ I ~i ~I I II I II II II i I II 112 1 II I II II II II I II II II U ll II II II II N II # ~ II C E N ~ II r 00 ` F W II 2x6 RAFTERS - ~ 24" O.C. ~ 12 0 2x4 CLG. 6 JOISTS @ 24 O.C. 2ND FLOOR JOISTS PER PLAN METAL r__' HANG l~ 7 ~o HALF-WALL W/ ~ ~ WOOD CRfP STD. - 3 1~2 ~ _ ~ WOOD RAILS OPT'L. 1 ~ ~ n _ i i i ~ ~ ~i~~~ttii~~E ~ ~ 2x6 RAFTERS ~ ~ C~ 24 O.G. ~ ~ ~ ~ ~ ~ ~ a I I ~ ~ ~ ~ I ~ I ~ I I 0 m i' z f~~ f i i i i i? t t l 0 ° 2x4 CLG. 12 - JOISTS 6 ~ 24 O.C. & INSUL. 2ND FLOOR JOISTS PER PLAN TOP OF 1ST FLOOR BEYOND ~ O TOP OF BLOCK . - - - - - - - - - - - - - - - - - - - - 2x4- : 2x4 NAILERS N NAILERS bo OPEN .TO: ~ ~ D Y BKFST. RM. BEYOND:::.:.:::: . z m ~ W ~ ~::~::~~:~~:~~~:~~~:~:2x6 STUDWRLL DOOR BEYOND W GREAT RM. ,OPEN: TO m BASE(ME~T BELOW::::. c~ 1ST FLOOR JOISTS PER PLAN SCALE, 3/8"=1'-0" _ PONY WALL NY WRLL PONY WALL STEEL BERM SEE FOUNDATION PLAN o _ ~ CRRWL ~PRCE n., II W O OPT'L. FULL BASEMENT I I Q SHOWN DRSHED II I ~ -II ~o~ Wca... 0 0 N U7 = 0 N m covington_C (n ~ 0 a I 1_ U c H N ISSUE DATE; ~ 09/30/05 = REVISION; H C O N . Q~~ LJ a 12 7 o 0 c 83/" 12 7 1'-0 3/4" 2x4 NAILER o0 RT WALL ~ ~ 3 1/2 L-~ ~ 12 ~ o0 1x8 FASCIA OVER I 1x6 SUB-FASCIA 1x4 IfRIM I ao I ~ I o FLUSH TAG ~ORRD I SIDING (HORIZ.I ~ LVL HJEADER - ~ 2ND FLOOR JOISTS f )OR JOISTS PER PLAN SEE FRAMING PLAN METAL HANGER ' lx TRIM 2x10 BOX BEAM OPEN TO ~ ~ ~ E R T : ~ R : ~ . ::KITCHEN BEYOND . N 8" PINWHEEL COLUMN - o 0 BKF~T RM N ~ ~ OPEN TO O BEYOND:........ . ~ ~ ~ OPEN :TO::::::_: ~ m DINING RM.::::: ~ o~ QPEN OPEN ; T0::: 00 ~ ~ ~ BEYOND:::::: I~~I:TC:~I KiTC:HEN Zx6 STUDWRLL BEYOP BEYOND:; in . . . in 1ST FL( 1ST FLOOR JOISTS PER PLAN o ~i - _ LUG OUT STEEL BEAM r (V AT TOP SEE FOUNDATION PLAN COURSE o FOR SLAB SUPPORT CRAWL SPACE m PONY WALL II W O OPT'L. FULL BASEMENT I I SHOWN DASHED II 0 II m N O - - - - - - - - - - - - - - - - - - - - I I 01 ---------------------r~_~, W O m N L_J W4- m ~ u SECTIOf~ D = ° y SCREE: 3/8"=1'-0" covington_C (n pp Q Q. I 1 U c r ~n H l1~ N ISSUE DATE; ~ 09/30/05 i REVISION H c~ C Lf~ O O N 12 C~ 7 A 12 . 7 83/" J J #Z m _ 2x4 NAILER # °D 1'-0 3/4" RT WALL oo ' ,C, BEDROOM Z ~ B ~ 12 W ~ ~ ~ 7 2x4 RAFTERS ° J LVL BERM FLUSH W/ c~ 24" O.C. ~ LVL BERM FLUSH W/ 2ND FLOOR DECK - LVL BERM - 12 2x4 CLG. ~ 2ND FLOOR DECK - SEE FARMING PLAN BOT. ~ 9'-1 1/8" A.F.F. - ~ 7 OISTS I SEE FRAMING PLAN SEE FARMING PLAN 24" O.C. I JOISTS PER PI ~ INSUL. 2ND FLOOR )ISTS PER PLAN METAL METAL METAL DROPPED HEADER - HRNGER HANGER SEE 1ST FLOOR PLAN ~ HANGER ~ u~ 0 0 3/8 PLYWD CEILING 1x2 OVER 1x10 TRIM 1x10 BERM SOFFIT FURR CEILING W (2l 2x10 BOX BERM m DOWN TO ~ O ~ o0 UNDERSIDE OF HEADE ~ N ~ ~ J (7 ~ ~ ~ J O i Q KITCHEN ~ EIDER N ~ ~n m 3 o 'O ~ ~ oo F- Z H BKFST. J Q ~ E ~oR lL W m Z H OM RIM BOARD 0 1S1 1ST FLOOR JOISTS PER PLAN N o STEEL BEAM - SEE FOUNDATION PLAN CRAWL SPACE m PONY WALL I~ J W II p OPT'L. FULL BASEMENT I I SHOWN DASHED I~ I I - ~ I I-0~ - - - - - - - - - - - - - - - - W a W L ~ O 0 u~ N covington_C (n ~ ;TION E _ m ~ crni r~ aiQ~~-1~_f1° SCALE; 3/8 I_q i-~ JIJf~LI. v -i ~ _0 Q i - - - N o ISSUE DATE; FIBERGLAS DRAINf • INSUL, BOARD (1 3/ ~LRS DRAINAGE/ 1x8 RIPPED, = 09/30/05 BOARD (1 3/16", R5.01 W/ROUTED EDGES ~ REVISION; STEEL ANGLE (2) 2x HERDER ~ ~ PI POLYMER MODIFIED 3/4" x 3/4"~ m ~ OVER WDW'S' RND ® ~ SEE PLAN ~ O W~ MI WATERPROOFING COVE MOULD ¢ ° DOORS- SIZE o Q O MEMBRANE _ o WILL VARY O X15 FELT 0 PAPER 0 BRCKFILL~ C O HALF-WALL ~ a' ~ L~ O 2x4 FRAME & DRYWALL 7/16" WRFERBORRD , w/ H-CLIPS ~I ;'',•i HEADER DETAIL IF BRICK R-35 ATTIC °'GRRV~LI INSULATION • 8" CONC. BLOCK STANDARD SCALE; 3/4"=1'-0" R-30 IF VAULT 'I~; ;j W/1 1/2" DRAINS THRU WEEP HOLES KNEE W R L L 1x8 FASCIA OVER . ~ '•I o: ;.1: , 4;.1 6-0 O.C. MIN. 1x6 SUB-FASCIA • ~ ~ TREATMENT 2x2 ALUM EAVE GUTTER BAFFLE CONC. SLAB POURED 7/16 WRFERBORRD #15 FELT 3/8" PLYW'D BLOCK OUT 4 1/2 CONC. FTG. UP 1/2 CRS. SLOPE=1/4" if RT PORCH W/H-CLIPS PAPER SOFFIT DIMENSION VRRIES- e lx FRIEZE SEE TRUSS LAYOUT 1x6 SUB-FA'SCIR ~IOR FOUNDATION IF FC, 12„~ RPROOFING PL NBHITO LUG-OUT 1x8 FASCIA SOLDIER COURSE GARDE VARIES BRICK VENEER N,T.S. PER PLAN 1x8 FASCIA OVER pitch 1x6 SUB FASCIA R-35 ATTIC GABLE TRUSS INSULATION ALUM R-30 IF VAULT GUTTER 1/2" EXTERIOR ~ EAVE DETAIL IF BRICK SHEATHING SCALE; 3/4"=1'-0" 2x EAVE BAFFLE 3/8" PLYW'D SEE ELEVATION FOR PORCH FOUNDATION SOFFIT R-30 ATTIC WALL FINISH R-13 BRTT. INSUL. a GABLE END DETAIL INSULATION SIDING STARTER VAPOR BARRIER FRIEZE W/ NO OVERH(~NG 2x4 NAILER STRIP PER ELEV. SCALE, 3/4"=.1'-0" R-1 R-13 BRTT. R-13 BRTT INSUL ° INSUL. o H 1/2" DRYWALL FLASHING IN~ 1/2" DRYWALL R-13 BRTT INSUL. IF FC, INSULATION IN HOLD RIM THIN BRICK JOIST ~ o° ~ ICI LADDER PANEL JOIST BACK R-19 BRTT INSUL PLINTH TO 4" CONC, m ~ ° C~ ' NLRB OVER 4" ~ ~ ~ O 3/4" T&G PLYWOOD 3/4" FROM GARDE (GRAVEL BASE 2x6 SILL PLATE (NAILED AND GLUED) SHEATHING JOIST WOOD BRSE 1x10 ? 2x6 MUD SILL W/ FIBERGLASS ~ o TOP OF COURSE 12 • BELT TRIM w/ 1/2" FIBERGLSS ~ SILL SEALER - - - - - - - - - SILL SEALER - - ' ANCHOR STRAPS i ~1" WEATHER LIP i GRADE "I" JOISTS 3/8" SOFFIT ~ (MAY VARY) ~ 16 . , T lx6 FRIEZE ~ ~ ~ , ANCHOR STRAPS PER MANF. SPECS. I JOIS S BLOCK OUT , I ~ 16 O.C, , NSULATED PER MANF. SPECS. 4 1/2 ~ 1 3/16 I INSULATION t~ 2x LADDER PANEL ~ DRAINAGE BOARD 4" GARAGE JOIST RING 4 „ SOLIDER COURSE , ~ 8" CONC. ~ SLAB OVER 4" @ 16 O.C. W/ 2x6 R-5.0 E BOTTOM PLATE BRICK VENEER.-~ IF BLOCK 16"x8" GRAVEL BASE • CONC. o BRICK 16"x8" ° . • ' FOOTING VAPOR BARRIER ' CONC, ' ' ~ ' ' ~ APOR BARRIER OVER 4" GRAVEL 16"x8" CONC. CANTILEVER DETAIL FOOTING OVER 4" GRAVEL BASE FOOTING SCALE: 1/2"=1'-0" BASE ~ ` FOOTING DEPTH RT R-13 INSULATION AWL SPACE CRAWL SPACE/ GARAGE DOOR MRY VARY TO MAINTAIN ° N PER SPECS 105 REO'D, DEPTH FOR SEE ELEVATION FOR 'NDRTION GARAGE FRDSTLINE, ' WALL FINISH - WALL INSULATION IN ~ 1.. 2x4 16 O.C. STUD S p m LADDER PANEL - E T E I\ I O TERIOR WALL FOUNDATION FOUNDATION C~ I-JOIST BLOCKING SCALE; 1/2"=1'-0" 1/z"=r-o° SCALE: 1/2"=1'-0" GARAGE D 0 0 1/2" SHEATHING a 4 MIL VAPOR BARRIER SEE FOUNDATION DETAILS 3/4" T&G PLYWOOD 3/4" T&G PLYWOOD ~ BUILDING WARP ~ - (NAILED AND GLUED) (NAILED RND GLUEDI ~ BUILDING WRAP SIDING STARTER STRIP I ® I JOISTS ® u i ~ 16 O,C. FLASHING IF FCe "I" JOISTS ® ° ~ 9 1/2" MRX I IF FC, THIN THIN BRICK ~ 16" O.C. ® ~ ~ ~ ul BRICK PLINTH PLINTH TO BRICK DEPTH i VENEER - I~ \ TO GARDE GARDE ® - w/12 CRS ' ~ • t • • ~ ~ ~ ' • 2x4 MUD SILL II ~ I ~ III 2x6 MUD SILL - - i THIN BRICK FLASHING W/ 1/2 FIBERGLASS 4" CONC, BLOCK HERDER PER PLAN HERDER PER PLAN (STANDARD ON F.C.) SILL SEALER H GRADE (MAY VARY) ANCHOR STRAPS 0 PER MRNUF. SPECS FND. STRAPS 1 3/16" INSULATED PER MRNUF, SPECS ~I DRAINAGE BOARD 1 3/16" INSULATED R-S.0 DRAINAGE BOARD SEE REINFORCEMENT R-5.0 I DETAIL SHEET SEE REINFORCEMENT CONSTRUCTION DETAIL SHEET C A CONSTRUCTION ADHESIVE TO C0 ADSONRY WALL MASONRY WALL - M MR ~ 8" CONC, BLOCK 6-8 MASONRY OPENING i FOR 6'-0" SLIDER io I 5'-8" MASONRY OPENING FOR 5'-0" SLIDER PROVIDE THERMAL (2l 2x6 #2 (2l 2x6 #2 ~I f- 8" CONC, BLOCK BREAK AT SLAB S J SPF P.T. SPF P,T. JACK STUDS JACK STUDS 'I 12 MIN. GRAVEL W/ 30# BUILDING PAPER 12" MIN. GRAVEL W/ AROUND FOUNDATION TOP OF SLAB TOP OF SLAB 30~ BUILDING PAPER i AROUND FOUNDATION WEEP HOLES -16" O.C, . . ? 1 I I 1 I A R 1 ~ 1 1 1 1 'V • 1 I I 1 1 1 6 MIL VAPOR BARRIER 6 L VAPOR BARRIER 2"x24" HORIZONTAL ~ & 1"x10" VERTICAL CEM. COVE ' ' n • 3 1/2 CONC, ~ , , . • ~ ° o , • • N SLAB e ,0 ~ o. • a r • F ~ , PERIMETER INSULATION 0 i 8"x16" CONC, ..r' , , • • , ' ' • ~ , r' , r' , , .'o' .'a' o~' ',o < , '.o ''o' ''o' '.o' o ~ a a o ' o' ''o' ' o ~ FOOTING o+ r, ° ° ° ° ° ° 6 . ,r, I r r ~ ° ° 6 • ,r .r, r ~ ° • ° ~ V r • r , 1 , b~ D r 1 1 O O O ° 1 1 b O 4 ° •°'',e'dr.~°° ° . ~ u e'r;°, +°•e"°;e' ° r dr~•~' +e °e,r.•e' 9 1 ~ , 4 GRAVEL , . , ° ° ° 1 1 4 y 1 4 1 1 4 1 1 N BASE VJ 3" DIR. PLASTIC FELT FLASHING ~ PERF. DRAIN TILE I- H ~ WITHOUT BRICK W (I L L OPT'L WALKOUT OPT'L WALKOUT = w - n J n L L L r~ BASEMENT SECTION BASEMENT ELEVATION mi_libraries\detailsCO (n p II ~ SCALE; 3/4"=1'-0" SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" SCALE 1/c SCALE 1/2"=1'-0" SCALE. 1/2"=1'-0" I I _ _ e _ _ _ _ (11-1 3/4"x11 7/8" LVL BERM E~AMING PLAN NOTES; H FLUSH w/FLOOR FARMING 18'-11" 1. FLOOR FRAMING DESIGN BASED ON N ISSUE DATE; ~ ~ LPI 20PLUS (1.5E) I-JOISTS BY ~ 09/30/05 6'-5 1/2" 6'-0" 6'-5 1/2" OUTSIDE FACE 16" LOUISIANA PACIFIC, UNLESS NOTED. z REVISION; 2, ALL HANGERS BY SIMPSON STRONG-TIE OF BLOCK. ~ UNLESS NOTED (ATTACHMENTS TO BE PER C ' ~ 1/2" 15 1/2" THEN 16" O.C, i MANUFACTURER'S SPECIFICATIONS) ~ ~ OUTSIDE FACE ' 3. I-JOIST ENDS TO HAVE 1 1/8" OSB ~ rn I OF SHEATHING 1/2" OSB RIM BOARDI RIM BOARD. o° (V 4, DESIGN LIVE LORD 40 PSF O I JOIST LAYOUT I DESIGN DEAD LOAD; 15 PSF I START POINT - - - - - - - I 5. PARALLEL TO I-JOIST CONDITION TO 0 5 5 i BEARING WALL I HAVE LADDER PANEL RT SECOND FLOOR I BELOW I AND RIM BOARD AT FIRST FLOOR. P T P i2x4 LADDER PANEL FLOOR i 6. FLOOR FRAMING SHOWN HELD IN 1/2" I JOISTS I FROM PERIMETER -SEE START POINT 7/9/07 _ DETAIL THIS SHEET. ~ ~ ~ 'L./EXTR IUT312 HANGER OPT EQUAL (TYP,) I 7. LAMINATED VENEER LUMBER (LVU BASED N p li 1/2" OSB I ON THE FOLLOWING MINIMUM PROPERTIES Q o ~ ~ OPTION OR Fb(PSI) Fv(PSI) E(PSD ~ ~7 0 of STANDARD ~p ON FC SCALE 1/4"=1'-0" I~ JOIST LAYOUT i 8. RLL POIN~ LORDS FROM ABOVE 000 BE zww~~w H START POINT DETAIL r SUPPORTED W/ BLOCKING SAME WIDTH ~ AS CALLED OUT ON FLOOR PLR ~ m ~ ~ ~ SCALE 3/4"=1'-0" ~ i MAJOR POINT LORDS SHOWN BY M - - - - - - - - - UILNUIy CANTILEVER JOISTS OUT „ OVER FOUNDATION B€~.~3W-- 11 2 18 11 (13'-2" w/BUMPI (2'-0 11/16" (2 -3 11/16 w/ BUMPI ~~j~~~iiIfU1111111/~//ii~i~~i w/ BUMPI '-3 11/16" 1'-0 11/1 " PEE Q~,O~''=, ~I ~c , ..ti 2'-8" 3'-511/16" 2'-8" 0 JEFFERY A. KUQR~A 15" 9" ~ ° I- 69068 ~ N i j _ _ _ H ii II ~ k---------+ ii ~ i i ,,,Fss . ~ II i i i ~ ~ I I 5 1/2" ~ I I~' - ~G DD ,rl ~ l ~ ,~1~ `7 ~ II ~ ----------------------17:7 7/8-------------~----------y II ~ 1 ~ ~ II ~ li II D II i ~ ~i II iU i li II li i~ ii II ~ . ~i II it` II ~ i p I I 2x6 LEDGER BD , o ~J ii h i i ii III iW ii II iJ i ii ,W II D BL J ST ~ ~ I I ER IS ND ,OC TI = ~ ~ u U ~ ~ I I R A W O ~L. F m' ~ I I K CH N DE IUM 3 II , ~o II II ' ' Ni i i i II I I p i i I I I I ~ II ' ~ (2)-1 3/4"x11 7/8" LVL ' ~ ' i i I I Im IJ _ i p¢[ I I Ito I~ ~ ~ UP FLUSH W/ 1ST , ~ ~ ~ I I I I 5'-7" in ~ iv FLOOR FRAMING ii II I II !n ~ II II ~I .z I' I I ~ ii II I I II i ~ iF- LUS410 HANGER ii II I_ ~ , ~ ~ i i I I I I 9'-5 1/~~~ m i i 16.. , 16" " 16" " 16" OR EQUAL ~ ~ ~ I I I I ~ LUS410 HANGER I I it I I OR EQUAL I 3)- 13/ 'h~11 7/8' LV ~ ~ ; ; JH i i i I B M LU W - J JH II 11S FL OR EC ~ ' ii II I I ii I I , i i i i I I I I <`i i i i M 311 8-2 II I I ii II r i i I I I I x i H GE 0 EQU L i i I I I d~ ~ ii I I I m (T " II I I ~ ~ ii II I I ~ i i i I I I I ~ ii II I I ; v ~ RDD (1) JOIST RND ii II I I 1 ' i ii II I I ~ ~ _ SPACE TO MISS ii II i I I i i i ii II , , i _ _ _ PLUMBIfVG W/ OPT'L. ~i II ~ SHARED BATH II 10'-3 1/2" ' ~ I I ST L EA BE OW (V ~ ~ , i EE OU RT ON LR ~ iv I I IUT312 HANGER I I N OR EQUAL (TYP,I ~ I I ~ ~ ST L R BE I I N' E OU RT N R BE o0 0 I RT N N N II ~ ~ u ~ ~ I I ~ ' II ~ ~ ~ ~ II ~ ~ ~ m m J J J J J m OJ m m m OJ I I ~ oo ~ ~ 0 0 ii II m ~ i i O O O O O 6" O.C. I I ~ ii II ~ N i i J J J " II ' ' m ii i i ~ 1+- i ~ m OJ - i i ~ i i i ~ ° 1/8" gap ° ° minimu ' ~ ~ ° ~ i i i ~ ' ~ i i i ° ° o ° ° i i (2._4.. w/ ~ ~ ( / ° ° ° ° BUMPI ' ~ 9 ,8 1 2 w/BUMP ~ ~ - '-4" 4'-11 9/16" 7 -8 1/2" ; ~ ~ ~ ° 1'-1111/16" ° ° 1'-11 11/16" ~ ~ ~ ~ 2 0 17 -11 1/2 11 1 w 0 Filler Block y i I iN tl CONT. DBL. 2x4 CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT 11'-3" N FILLERUBLOCK TO BET PER MANUFACTURER'S SPECIFICATIONS) ~----------------------------------,r z = SCALE; 1/4"=1'-0" OPT'L EXTRA DEN ~ ~ 2x4 @ 16 O.C. ~N PROVIDE 4'-0" FILLER BLOCKS AT ALL CONCENTRATED LORDS. W CENTER FILLER BLOCKS ON LORD. ~ ~ c¢ H C Q FASTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF ~ ~-_--CONT. 2x6 ~ OPT'L./E ~ OPT'L./EXTRA 8d NAILS STAGGERED RT 6" ON CENTER. ~ z 0 CLINCH NAILS WHEN POSSIBLE. ~ FLOOR SHEATHING TO BE GLUED RND NAILED TO EACH I-JOIST. 0 C N J ~ O SCALE 1/4"=1'-0~~ DOUBLE I-JOIST CONNECTION ~ ° SCALE 1/4"=1'-D" N NTS 0 NTS W IL 0 0 I N i r covington_C (n 0 Q I _ _ - ~ _v~_ _ _ ---~..w- - _ ~ 6° O.Ct. ~ H ~ ' ` ~ ~ ISSUE DATE; II 1/8" gap i ~ ~ 09/30/05 ° ° minimu /OUTSIDE FACE 16" ~ = REVISION; II - , 10d~ 12 ~ ` ° ! OF BLOCK 1 H OPTS PACK SOLID O.C. RTTRCH STRONG-BACK RTTRCH TO VERTICAL WEB WITH; RING ° ° ° ~ 1/2" 15 1/2" THEN 16" O.C. ~ (6) 16d BOX NAILS FOR 2x6 STRONG-BACK OR AT BEAM BER „ CONT. 2x4 PLATE USING SIMPSON H2,5R , ~ 1/4 O.S.B. ATTACH TO BERM AT EACH FLOOR TRUSS (8l l6d BOX NAILS FOR 2x8 STRONG-BACK (SPF STUD GARDE ° ~ OUTSIDE FACE ~ ° ° ° I OF SHEATHING 1/2" OSB RIM BORRDI o 3 w/ HEAVY DUTY ~ OPTION #3 MRY NEED TO BE MATERIAL. MIN.) ° ° CONST, ADHESIVE, UTILIZED WITH OPTION ><2 IF ~ , VERTICAL WEBS DO NOT RLIGN ~ ° JOIST LAYOUT _ _ _ I 0 I I N I START POINT - - O S ~ ~ I ~ I ' 2-2x12 HEADER I ' Filler Block I BEARING WALL I I BELOW I P T P I ' I ' 12x4 LADDER PANEL FLOOR I ~ I ' 1 ' 1 ~ JOISTS 7~9~07 1/2" DIR. FLUSH STEEL SH STEEL *CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT I I EACH SUPPORT RNO RT 8'-0" ON CENTER. I I H ~ o BEAM BELOW BOLTS ~ BEAM w/TOP M w/TOP (FILLER BLOCK TO BE PEA MANUFACTURER'S SPECIFICATIONS) I i/2 OSB I N~-o ~ OPTION ~3; , ' 2X4 FULL DEPTH VERTICAL SCAB. ATTACH TO NAILER PLATE _ER PLATE *PROVIDE 4'-O" FILLER BLOCKS RT ALL CONCENTRATED LORDS, Q Q ~ , TOP & BOTTOM CHORD WITH: CENTER FILLER BLOCKS ClN LOAD, ~ JOIST LAYOUT ? *FASTEN FILLERS THROUGHI I-JOIST WEBS USING (2) ROWS OF 1` ~ o ~ ~ w ~ (3l i6d BOX NAILS FOR 2x6 STRONG-BACK (4) l6d BOX NAILS FOR 2x8 STRONG-BACK ~ ~ STEEL BERM ERM 8d NAILS STAGGERED AT 6" ON CENTER. RTTRCH 2x6 STRONG-BACK TO VERTICAL SCAB WITH (6) 16d BOX NAILS ' ' SEE PLAN N CLINCH NAILS WHEN POSSIBLE. ~ SCALE; 3/4"=1'-0" i / z ~ oNC ~ RTTRCH 2x8 STRONG-BRCK TO VERTICAL SCAB WITH (8) l6d BOX NAILS *FLOOR SHEATHING TO BE GLUED RND NAILED TO EACH I-JOIST. ~ ~ ~ J UI]icvUlHi 1 DOUBLE I-JOIST CONNECTION NTS SCALE: 1" = 1'-0" NTS VERIFY PLUMBING DRAIN NO SCALE LOCATIONS BEFORE SHEETING THE DECK HOLD FLUSH TO TOP OF FLOOR 2x4 LADDER PANEL (11-1 3/4"x11 7/8" LVL HEADER ~n II TRUSSES FLUSH W/ FLOOR JOISTS iv lJ I ( i- n 18'-3 1/2" I -----------------------18 3 1/2 I ~ ~ ~I I I 1 3/4" x 9 1/4" x I I _ LVL BEAM 3 1/2" LVL SCAB - N I 1 I I PER PLR w/ TWO ROWS OF I r - ; ~ ~ ~ 2xll ~ - i ' ~ I (2)-1 3/4 x16 LVL - I . ~ I ~ (10) 16d NAILS ON I BQT. FLUSH W/ 2nd II ; I ~ ~ i i I I ~ ER. SIDE OF BEAM I \ FLOOR FRAMING ' ~ iv I I I I ~ i~ ii I I o I I' (D DOUBLE TOP ~ 11'-7 1/2" ~ ~ ' ~ PLATE ~ _ I I (13' 7 1/2" w/BUMPOUT) ~ ~ RR D06 ~ ~ I I I I Fu FURR DOWN ~ ~ ~ / ~ ' ~ ~ II TO BOTTOM OF LVL HEADER -SEE STD, b DECK TUB DRAINS ` ; ; ; - • ~ ~ 15 1/2" TO BOTTOM I I - „ : ~ ~ FLOOR TRUSSI ~LOOR TRUSSES ~ ~ i FRAMING PLAN \ CORNER DECK TUB DRAINS I ~ / ~ , I 16' THEN 16 O.C. ~---(2) 1 3/4 x18 LVL N, , Z ~ JACK STUDS ~ ~ I BOT. FLUSH W/ 2nd PER PLAN ~ FLOOR FRAMING m m ~ I )IST JOINT DETRI~ . ~ W I' LVL BEAM CENTERED ~ ~ ~ ~ / ~ ~ I ' " II ~ ~ ~ SCALE; 1"=1'-0" BERING DETAIL UNDER BERM „ : I I I HGUS 414 ~ ~ o , SCALE 3/4"=1'-D" ~ ~ I I SIMPSON FACE ~ ~ Q I I . ii II = IU 12 RN ER MOUNT HANGER J I II OR EO L YP. OR EQUAL ~ ; ~ ~ SEE JOIST JDINT DETAIL ii II - I I , ~ I i I I II I, i , i ~ ii II I i ~i ~ ~ 5'-6 1/2" co I I ~ I I U7 , I in i N II II I , I N, J I I I II (V (V ' i i J ~ 11 7/8" OPEN WEBS ~ u = ~ (11-1 3/4"x11 7/8" LVL i --------~r-------~ . w I I ~ UP FLUSH W/ 2nd ~ ~ ~ OR EOURL (TYP.I ~ ~ II - FLOOR FARMING ~ ~ w I I II ~ ; ~ I RDD (2) 2x4 II II I I ~4 ~ ~ I I - 12'_9" I , ~ ; ¢ I SQUASH BLOCKS (2)-1 3/4 x11 7/8 LVL , , I I ~ I N I I F TF 3 CRR LOCKS - fV UP FLUSH W/ 2nd ; ; I I ~ ~ I NO DEN ~ - X FLOOR FRAMING I~ II = , r - - - - N ~ co N I II I I I i I I ~ i` I ' ~ x ~ i I I I I I ~ ~ ~ PT LORD N 11 J' I I I I I I ; I I ~ ~ w/OPT'L .I II - 13 11 2 I II ~ I I OWNER'S II II II . 15'312.. II II ---I--, I ~ RETREAT I I n II I I' _ ~ , T Iv-nYI I I n- ~ ~ I I ' II II II I I I , I 19'-8" 3'-10 1/2" C~/~' I I' „II II II I II ~ /III ' I _ ' I " ~ 3' 10 1/2" ~ 13'-6 1/2" ~ I 0 7 2 . I I I I I I I ~ I I I- i 2x 0 LANDING 00 ' ~ 'j II 111 ul II ~ II ~ I m I I I THEN 16" O.C. 16" 16" O.C. LEG LVL DOWN TO ~ II II - - II ~ II H ~i ' I j I cn i i I I : I I I I I I I I I ~ I ~ i I 1~ 1/2" a II II II II III ~ .--li ~ - -,r----- II II II II ~ 1 i i u--------- I I I I r- r- H ~I I ' ' IUT l; IUT 12 AN R, ~ A 19'-11 1/2" ~ ~ i 14 : iIP~ I I = i; LEG FLOOR ~ OR I I I I - r~ I I, S ~ I DECK ON PONY- I ' N OR OU , (YP. PT LO D w/ PT L I ~_~Y- . H ~ I I I d. 14- -i I " ~ I WALL DOWN TO ~ ~ 2 I I I I I I I ~ I L LVL BELOW ~ ~ ~ REREAT MRSTEP LEVEL JOIST LAYOUT ADD (1) JOIST RND I I ~ ~ i I ~ ~ I r ~ ' SPACE TO MISS I _ _ - cn SCALE; 1/4"=1'-0" I ~ = II _I _ _ I - ~ DBL PLUMBING W/ OPT L. I ~ I I 1 11 - - ~ I 1 . STEEL BERM 3'-3" r SHARED BATH ~ ~ I I _ - I H TEL RM BE W ~ EE st LO P A ' , , I I = ~ I i I I BELOW -SEE ; ~ H 2 ' " II ~ _ _ ~ _ _ I i i : 1st FLR PLAN ; ° ~ IT311.88-2 ~ ~ I I N _ _ _ _ I ~ I I I ; ° I NRNGER, bo I I I ED O D K/ ~ I I I I¢ I OR EQUAL I I ~ OP RR D TH I I I= ; ~ _ _ _ _ ~ SEE PLAN I I I I = ; - - _ _ - ; 1 O,S,B. I I I I ~ I FN., I FILLER I I _ (2) 3/ "x11 7/ ' L c'v ~ _ _ ; o FRAMING PLAN NOTE, II UP LU H 2 ~ ' I 1. FLOOR FARMING DESIGN BASED ON F 00 FR MI ° I - ;-I I J ~ SEE DOUBLE , , I I = ~ ~ N ~ w ~ W1 ~ W1 22 TE B RM N LPI 20PLUS (1.5E) I-JOISTS BY JOIST FILLER ~ ~ I I oo ~ I ~ ~ w ~ 12' NG LOUISIANA PACIFIC, UNLESS NOTED, DETAIL ; ; I I 11' 1 ' 0' I ~ ~ J T PAT J I+Ippifu~urriuii,,,,,,~ 2. RLL HANGERS BY SIMPSON STRONG-TIE I .I II ' cv . ~ i~ m ~ TO I ~ TO FL SH / CK m ``+++I UNLESS NOTED (ATTACHMENTS TO BE PER I I II (1) 3/ x11 I I I I P LU 2 I H I ~ S D TR 1 2 m ~~~~``\\,1`~~P .•,~'~s0 3. IR OISTCENDSRTOSHRVE 1CA%$~ OSB it ~ I L R R NG - ' I I I - .H I I ' ~EFFERYA. RIM BOARD. - _ _ ~ ~08p~ ~ 4. FLOOR TRUSS DESIGN BASED ON ~L - I ~l ~J I I PRE-MANUFACTURED FLOOR TRUSSES USING 69068 ~ POSI-STRUT MEMBERS BY MI-TEK. I ' I I ' - I I ST L A BE OW ~0,~ ~FGf~Rti4,: DESIGN BY OTHERS. a II ~..-----~i ~ (2113 "x 2 `-__-_-J I REMOVE THESES I 11 7/8 VL 3 X EE lst LO R RN = F~ ' ~ 5. DESIGN LIVE LOAD; 40 PSF 3" VL %.,,,5/p ~A'~~N DESIGN DEAD LOAD: 15 PSF I, NTS LVL'S W/ - . - ~ nui+ I~ 6, PARALLEL TO I-JOIST CONDITION TO ENC, FOYER I ' HAVE LADDER PANEL RT SECOND FLOOR ' 2'-0" 17'-8" OPTION ~ in CONT. DBL. 2x4 „ ~ iv _ - ~ RND RIM BOARD RT FIRST FLOOR. ~ 7. FLOOR FARMING SHOWN HELD IN 112" O I- F FROM PERIMETER -SEE START POINT j 2x4 @ 16" O.C. II I I. ~ ' ° I 10 6 1/8 1~ 1 4 9'-11 1/2" 6'-5 102" DETAIL THIS SHEET. ~ 8. LAMINATED VENEER LUMBER (LVLI BASED f H (2)-1 3/4"x11 7/8" LVL ~ - - - - - - - - -JJ ~ 16'-5" ON THE FOLLOWING MINIMUM PROPERTIES; ~I Fb(PSI) Fv(PSII E(PSI) FLUSH W/ 2nd ~ ~ ~---CONT. 2x6 14 1 1/2 FLOOR FARMING w/ 3 CRR 2650 285 1,900,000 3 CRR 9. ALL POINT LORDS FROM ABOVE TO BE ~ I BUM NO DEN DEN SUPPORTED W/ BLOCKING SAME WIDTH W AS CALLED OUT ON FLOOR PLAN. O V I T Y LEVEL J O I S T L. A Y O U T MAJOR POINT LOADS SHOWN BYO ~ z H °o NTS N SCALE 1/4"=1'-0" SCALE; 1/4"=1'-0'' ,4..=1~_0~, ~ m 0 0 N N O O W~ N =N covington_C (f ~ 0 Q i _ . _ U c N ` UPLIFT LOAD (LBS) CONNECTOR ISSUE DATE; 12 17'-915/16" 27'-19/16" ~ 09/30/05 _ 6 up to 1785a Simpson LGT2 (2-Ply truss) = REVISION; °D J Slm son H16 (1-PI truss) W P Y H W G up to 1265# o~-'~~ HOLD IN 1/2" Simpson H16-2 (2-Ply truss) 3 up to 960 (2) Simpson HZ.SR 0 up to 480 Simpson H2.SA , 0 N 18 -0 7 1/4" ' ~ TAIL NOTES; 20'-0" w/2' BUMP ' ~_____________________________________________________________,y UPLIFT VALUES RRE PER THE APPROVED/SERlEO TRUSS DESIGN DRAWINGS PROVIDED BY THE TRUSS MANUFACTURER, © O55 RLL STRAPS/TIES SPECIFIED RRE MANUFACTURED BY SIMPSON STRONG-TIE, EQUIVALENT CONNECTORS RRE ACCEPTABLE PROVIDED BUILDING DESIGNER 12 PTP /ENGINEER OF RECORD APPROVAL, PS/TIES PER THE MANUFACTURER'S SPECIFICATIONS, ~ INSTALL RLL STAR ~J FOR UPLIFT VALUES GREATER THAN 1785-Ibs, CONTACT THE BUILDING ~I,J Y OPTIONAL EXTRA DESIGNER/ENGINEER OF RECORD. SPECIAL CONNECTIONS BETWEEN STUDS RND PLATES RRE REQUIRED WHEN SUN ROOM UPLIFT VALUE IS GREATER THAN 1000-Ibs. CONNECT STUD TO TOP PLATE USING (il SP4 STRAP W/(61 10d NAILS. CONNECT STUD TO oaWw'° BOTTOM PLATE USING (U SP2 PLATE W/(12) lOd NAILS ON EACH SIDE OF STUD, ~m~ CHIMNEY SADDLE SEE RIDER H a r_______________________, W/ OPT'L, MASONRY SHEET I I FIREPLACE I I \ U Iii N IHi I I 6.. ~ 3 1/21-_ ~ W ~ 12 w I I r-'''-- I I ~ , 2~_0~~ 1~_4~~ 2~_0~~ 2~_2~~ m I I 8 3/4 O,H. , , ' N~~-jJ I 4" THEN 24" O.G, - - - ~ - - - - - - 2 r ~ , 5 1/2" 7 3/4" C~ I r - - - - - T _ _t_ - - - - -III = ~ (y~ ~7 " I ' i Il IJV1 11 O ~ O 6 O.H, I ~ II 23'-4 3/4" 21'-1 1/4" TAIL I 8 3/ I ul O.H. I II 8 3/4" o.H, FRONT I I I FRONT ~ DIMENSION HELD IN REAR ~ 4,--- II III - - - - - - - - - - - ~ ~ - - - - - - - - - - - - - - - 1/2" FOR SHEATHING - - - - - - - - - - - - - - II r - - - - - - - - ~ ~ r III I II II I III I D II I I I ~ a III I I II I I III p , i III I U 17'-915/16" ~ 23'-19/16" III~I . - I I I II` I III I I I D III I III III - - - - ~I O 41 r - - - - - - - - , I I III I I I 41 hl I I I ~J III L- - 41 r- - -~I I 12 ul I ~ ~ I III _ J ul I III I III C ul R J VI mW lu~ W ~W III D I 2 d~ 2 III I ~ ~ III I I to °1 I 7 1/4' ul I I TAIL N J 7 1/4 BEARING w III I TAIL - m = ul m I - I ~ 3 1/2 L_ m I 0 12 m I III I lu = 7 3/4" ul I I 0 lu I 15'-6 1/16" 13'-9 7/16" 11'-8" TAIL m = I z ~'J III O I III_ I 40'-11 1/2" v~ In FRONT DIMENSION HELD IN REAR lu - III r- 1/2" FOR SHEATHING v`im' III 1. ROOF TRUSS DESIGN BASED ON II - J PRE-MANUFACTURED ROOF TRUSSES ul I - - ,I 8Y OTHERS, °1 I 2, IT IS THE RESPONSIBILITY OF THE G~ Iu I III I _ ~ ~ TRUSS DESIGNER TO SPECIFY/PROVIDE 17'-9 15/16" 16'-0 9/16" III I RLL TRUSS-TO-TRUSS, TRUSS-TO-GIRDER II I I BUSS RND PLY-TO-PLY CONNECTIONS, I L_ _ T of r _ . _ 3. I-JOIST RAFTER DESIGN BASED ON LPI II' ` ~ ' - ° - I ) -J S BY LOUISIANA III I 20PLUS (15E I OI TS II 2x8 DGE / 2x6 I PACIFIC, UNLESS NOTED, I I I 4, DESIGN LOADS III I I = ` ~ ~ ~ ` A. I-JOIST RAFTERS u ~2"O.C. I I I 15 PSF DEAD LORD III I 25 PSF LIVE LORD 12 III I I ~ ~ - _ I 8. ROOF TRUSSES, II I 20 PSF TOP CHORD LIVE LORD lu I I III 10 PSF TOP CHORD DEAD LOAD R III I _ _ _ I I H R L VE LOAD 10 PSF BOTTOM C 0 D I I° I - - - - II 5 PSF 80TTOM CHORD DEAD LORD II I \J O W II I I 5. HOLD DOWNS I V In A. ALL ROOF TRUSSES AND RAFTERS ARE I o I III ~ ~ = = _ - ~ I TO BE CONNECTED TO DOUBLE TOP m~ N= ,-a W II I 4 hfU~26 HA~1G R' : ~ ; :i i '!i l I I PLATE WITH A MIN. OF (1) H2.5R GIRDER TRUSS E III N I W d~ _ . I B R G TRI n I I I I ORE AL, . ( YP BY SIMP50N OR EQUAL, UNLESS EA IN DE L I ~ ~ _ _ _ ~ z ~ _ NOTED OTHERWISE. I II y`` TYP. EACH END ° I ~ I II ~ I B. GIRDER TRUSSES ARE TO HAVE HOLD III I I I ~ I ~ ::::.la I I ~ : I DOWNS TO RESIST THE REQUIRED I 7 1/4" TAIL 33'-10 1/2" III ~ - - ~ L - ~ JH:: r.' - - -J UPLIFT FORCES RS SHOWN ON TRUSS r - ~I I _ _ _ _ ~ FRONT REAR r" ` MANUFACTURER'S DRAWINGS, (REFER TO I ~u _ I I ' ;,~.J I I GIRDER TRUSS TABLE BELOW FOR RECOMMENDED E I I I I I N CT RS) 2x NAI ER _ _ _ _ , , ~ o CONE 0 0 6. LAMINATED VENEER LUMBER (LVUBRSED ON ------J =.,.I I RT W LL I I \ ~ - J J _ _ _ _ _ _ _ _ J ~ ~ THE FOLLOWING MINIMUM PROPERTIES, I - - m (P l I Fb(PSI) Fv(PSII E SI I = ~ ~ ~ - o0 2650 285 1900,000 I ° :>I I ~ r 7. ALL DIMENSIONAL LUMBER BASED ON THE G ~ I F I m o o O d. L _ _ _ J FOLLOWING MINIMUM PROPERTIES N I ~ °D Fb(PSI) Fv(PSU E(PSI) I m ° ° I II ° 1,600,000 12 ~ I ~ I I' II II II 1200 175 I 12 3/4~ O.H, I L_ II__II - II--II-- II J 0 10 I - - I}-- - - - II- _ -u - - II- ~ 2x6x12" L,pNG SCAB ~ I I II II II II II ER, SIDE OF TRUSS I 3-ROWS 16d NAILS I ~ 12 3/4 O.H, I 8 NAILS ~R. ROW 7 3/4" TAIL _ ~.1.~ I ~ ~ cc ~ - ~ ~ 12 ~J J B o 12 3/4" O,H. / ~ DOU LE ~ 10 w BOX BERM -SEE 2x6 RAFTER S J ~ _ ~W DETAIL ON SHEET 1 OVERLAY ~ 24" O,C. I 1 2x4 TOP w , z ~ I-I PLA E I ~ T _ 7 7 1/4" TAIL 24'-0" N ~ ~ / 7 1/4 „ 3 1/2° ~ o° ~ ~ ~ TAIL SCALE: 1/4' =1'-0" N 0 NOTE; GIRDER TRUSS BOTTOM ~ 7 1 W (61-2x4. SPF ~ JACK STUDS CHORD TO BE (2)2x6 MIN. FOR FRONT REAR lIJ - CENTERED REQUIRED HANGER CAPACITY DIMENSION HELD IN = - 1/2 FOR SHEATHING (Y] covington_C (n = 0 UNUtK UMUtK i, , u 0. U C H 3/4" OSB OR PLYWOOD WEB y ISSUE DATE; 2X4 X16" O.C, STUD CONNECT RAFTER TO -TOP OF RAFTER STIFFENER NAILED TO I-JOIST ~ 01/02/05 WALL WITH DOUBLE STUDS WITH (2) 10d TOP OF RF TOP PLATE, BEVEL CUT. BOX NAILS, ONE R TO BE C0~ TO BE CONTINUOUSLY WEB WITH (3) 8d NAILS = REVISION; EACH SIDE SHEATHED, SHEATHED, (STIFFENER ON ONE SIDE OF 07/18/06 I-JOIST RAFTER). LEAVE A ~ (6l 8d NAILS RAFTER MINIMUM GAP OF 1/8" BETWEEN sd NAILS ®s" O.C. PER IPLRN ~ ~ (6) 16d BOX NRILS I RAFTER PER PLAN TOP OF WEB STIFFENER RND ceorH FLRNGES~ o PER PLAN PEI (2) 10d NAILS THE I-JOIST FLANGE. FULL DEPTH N CONTINUOUS 2X4 ONE EA. SIDE (2l lOd NAILS OSB WEB FILLER I-JOIST BLOCKING sia" OSB (DR EDURLI ~ 80TH SIDES OF JOIST, O PLATE, FASTEN TO 1" OSB x 24" ONE EACH SIDE 24" LONG (RS REO'D BY DESIGN) g~~ 2x8 BLOCKING BEAM WITH (2) WEB FILLER 16d NAILS RT , ~ ~ ROOF ~ PANEL STAGGER 24" ON CENTER I-JOIST TRUSS ° ° 1 1/2" BETWEEN RAFTER RAFTERS FOR NAILING PER PLAN CEILING SEE PLAN JOISTS PER T-JOIST ROOF TRUSS DO NOT CUT - PLAN RAFTER PAST INSIDE VOT CUT T INSIDE CONNECT TO FACE OF BERRINi E OF BEARING, "BIRDS MOUTH" BOTTOM ~5~~~~ RAFTER 2x6 LEDGER ATTACHED i WEB TRUSS w/(6) CUT AT WALL TOP PLATE. c~' WEB FILLER PER PLAN TO RIDGE BERM w/(4l 16d FILLER 8d BOX NAILS 2x6 LEDGER, ATTACHED TO ATTACH RAFTER TO TOP ~~~o~~~ BOX NAILS RT 12" O.C, I-JOIST RAFTER RIDGE BEAM W/ (4) 16d BOX PER PLANS (TYP) NAILS ® 12 ON CENTER. WALL BY OTHER PLATE WITH SgMPSON OSB RIM BD, ~~,C~' L BY OTHERS H2,5R AND ONE 10d BOX PER PLAN LVL BERM ~ R II PER PLAN ~ RIDGE BERM NAIL EACH SIDE, BEARING y~E ~ SUPPORT CONNECT TO ROOF PER PLAN TRUSS WITH TRUSS SECTION A-A Q~P BELOW (6) 8d BOX NAILS (2) 2X4 BIRDS MOUTH 1 2 3 CUT RAFTER DETAIL 4 REINFORCED CANTILEVER DETAIL 5 NTS S1 NTS S1 NTS S1 NTS NTS S1 NTS S1 D . ~ a I-JOIST PER PLAN 6" o.c, HANGER PER PLAN (ll 8d TOE NAIL TO 1/8" gap JOIST EACH SIDE AT ° ° minimu BOTH ENDS I-JOIST ° D ° ° 10d NAIL TO I-JOIST FULL DEPTH I-JOIST TOP CHORD OF PER PLAN ° ° ° ~ O BLOCKING RT EVERY WEB STIFFENER, MINIMUM I-JOIST. ° ° ° x OTHER SPACE WHEN 1/8" GAP, 3/4" OSB, BOTH SIDES OF ° ° I-JOISTS LRP OR BUTT I-JOIST, WITH (3l 8d NAILS OUR H FROM EACH FACE. 2X4 S S OVER BEARING BLOCKS. 1/16" . 1 (DO NOT USE 1x MATERIAL) _ TALLER THAN 10d TOE NAIL (1) 8d NAIL TO PLATE, TO PLATE I-JOIST DEPTH. Filler Block EACH SIDE RT BOTH ENDS ,CONNECT C ,CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT EACH SUPPORT RND AT 8'-0" ON CENTER. w P EACH SUPT BEARING WEB STIFFENER ONL~f REQUIRED WALL TO (FILLER BI 1 lOd NAIL TO SUPPORT WHERE INDICATED Ot`J PLANS PLATE. (FILLER BLOCK TO BE PER MANUFACTURER'S SPECIFICATIONS) PLATE RT EACH PROVIDE 4 PROVIDE 4'-0" FILLER BLOCKS RT RLL CONCENTRATED LOADS, BACKER BLOCK; OSB THICKNESS SIDE OF WEB (TYPI BELOW CENTER F] FASTEN FI CENTER FILLER BLOCKS ON LORD, TO "FLUSH" OUT WEB BY 12" LONG. FILLER RS REQUIRED FASTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF ATTACH WTH (101 10d NAILS, PER DOUBLE I-JOIST 8d NAILS 8d NAILS STAGGERED RT 6" ON CENTER, DETAIL CLINCH NF CLINCH NAILS WHEN POSSIBLE. FLOOR SHE FLOOR SHEATHING TO BE GLUED AND NAILED TO EACH I-JOIST, 6 7 8 DOUBLE I-JOIST CONNECTION 9 HANGER DETRI 10 NTS S1 NTS S1 NTS S1 NTS NTS S1 NTS S1 (1) 10d NAIL THRU RIM BOARD TO EACH ' FLANGE AT EVERY FULL DEPTH I-JOIST - G PER PLAN I JOIST BLOCKIN I-JOIST 8d NAILS AT 6" ti~ O.C. 1 FROM EDGE OSB RIM BOARD 3-1/2" B _AMS 5-1/4" BEAM ko PER PLAN (MATCH _ ~2~-- (1) 16d NAIL (3-PLY) MAX, OVERHANG SAME RS RAFTER SPACING DEPTH TO I-JOISTS) RT 12" O.C. (2'-D'9 MAX, (3) 10cd NAILS THRU " ~ 2" (TYP) ` ` ~ 2" o n 0 JOIST' FLANGE TO 2x2 8d NRILS STRGGERE SILL PLATE BELOW 2 ON ONE SIDE AND RT 6" O.C, 0 0 1 ON THE OTHER SIDE ~ 2~~ 1~, ' ~ 2" 0 ~C 2x4 CUT o o TO FIT WEB FILLER GABLE END PER PLAN D d TOE NAIL FASTEN RIM BOARD TO BOTH SIDES P+ PLATE ~ W/(1l lOd NAIL 30RRD TO FOR BERMS UP TO 12" IN DEPTH: (2) ROWS OF 16d NAILS, STAGGER lOd NAIL 1 3/4° FOR BEAMS OVER 12" IN DEPTH; (3) ROWS OF 16d NAILS „ ~ TO PLATE 2x4 FILLER ~ BEARING @ 6" O.C, (TOE NAILED E NAILED MIN, BAG. SILL FOR BEAMS OVER 18" IN DEPTH: (4) ROWS OF 16d NAILS ti S~P~ SUPPORT FROM EXTERIOR SIDE) Q BELOW [OR SIDE) PLATE ~ RLL NAILS RRE BOX NAILS (DIA, _ .131") 'LADDER' I-JOIST PER PLAN RLL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS 11 12 13 NTS S1 NTS S1 NTS S1 NTS 'IM BOARD DETAIL 14 MULTI-PLY LVL DETRI 15 H TS S1 NTS S1 ~ I-JOIST PER PLAN I-JOIST PER PLAN W ~ oa SIMP50N LSTR24 I-JOIST STRAP, OR EQUAL PER PLAN OSB RIM BD. U) 05B RIM BD. CONT. DBL. 2x4 SEE SECTION 14/S1 H SEE SECTION 14/S1 FOR CONNECTIONS O FOR CONNECTIONS I-JOIST RAFTER 2x4 @ 16 O.C. SEE PLAN (1) 8d (1) 8d TOE NAIL (3) 10d NAILS THRU E (1) 8d TOE NAIL I~~ EACH SIDE h-I EACH SIDE JOIST FLANGE TO SILL PLATE BELOW CDNT, 2x6 (2x4 OPj~ONRU 2 ON ONE SIDE AND 1 ON THE OTHER SIDE ~ ~ FULL DEPTH I-JOIST BLOCKING " LADDER PANEL WALL @ 24 O.C. H W SEE SECTION 14/S1 RIDGE BEAM FOR CONNECTIONS MASONRY FDN WALL SEE PLAN MASONRY FDN WALL ~ O OSB WEB FILLER EACH SIDE SIMPSON LSSU HANGER OR EOURL. END WALL. DETAIL ~ 17 18 CRAWL SPACE LEVEL 19 W 16 NTS S1 NTS S1 NTS S1 W NTS S1 Z ~ ~ ~ S;\MI_libraries\i~oistdet.db _ _ ____v~__._ _._---e-- _ _ _ - _ - - 12 12 12 H 7 T T U ~ ~ ISSUE DATE: NOTE ~ 09/30/05 = REVISION; ® - INDICATES NON-STANDARD - 3 1, _____13 1/2 HEIGHT WALLS RS NOTED. 3 1/2 12 12 ~ RLL OTHER WALLS RRE 9-1 1/8 HIGH 12 4" 4~~ 71/4" ~ 3 13'-4" TAIL o RLL STRUCTURAL HERDERS RRE (2) 2x6 - UNLESS NOTED OTHERWISE. 1 14'-0" ° DIMENSIONAL LUMBER FRAMING BASED 7'-0" T-°" ~ © 0 5 S ON THE FOLLOWING MINIMUM PROPERTIES TYPE OF MEMBER b( si Fv(psil E(psil - 12 I T I 1. JOISTS 1000 145 1,600,000 ~ 12 2. BERMS 1000 145 1,600,000 - ~ 7 T1 3. HERDERS 875 135 1.400,000 i \J T1 R i NO O.H. z R 7isio7 1 o d ~ NW * ~ H O LAMINATED VENEER LUMBER (LVL) BASED LINE OF ON THE FOLLOWING MINIMUM PROPERTIES; FINISHED `J 3 1, ~ 3 1/2 - - - ~ to ~o 5.. I- Q~"~¢~ F ( Fv_.gsil E( si FLOOR 12 12 ~ I ~ SET TRUSS v ~ ~ ~ u~i 2650 285 1,900,000 4~~ 12'-10 1/2" 5 1/2 I T I CORNER o H~~ RLL POINT LOADS TO BE BLOCKED SOLID TAIL PP RT EMBER OR FOUNDATION, 1 TO FINAL SU 0 M 13'-g.. I I ~ ~ ~ »~oc~ RLL OPENINGS UP TO 3'-4" WIDE TO HAVE R MINIMUM 1-2x4, STUD GARDE SPF, JACK T TRUSS LET-IN TO WALL ~ ~ N ~ ~ I w/JACK STUD BELOW STUDS UNLESS NOTED OTHERWISE. SCALE; 1/4"=1'-0" , , _ _ _ _ _ _ _ I ALL OPENINGS GREATER THAN 3'-4" WIDE TO NAILER RVE Z-Zx4, STUD GRADE, SPF JACK STUDS / OUTSIDE FRCS H ~ OF BLOCK SIDE FACE 16'~ I AT WALL CRICKET OF BLOCK 1 UNLESS NOTED OTHERWISE. ~ i/2' CONT. DBL. 2x4 ~ OUTSIDE FACE i/2' 15 1/2" THEN 16" O.C. I • -INDICATES (3) JACK STUDS TYPICAL I OF 5HERTIIING iHERTHING 1/2" OSB RIM BOARD ~ UNLESS NOTED (~2, SPF) ~ z 2x4 ®16" O.C, ~ JOIST LAYOUT iT LAYOUT I H N I V V I L' ~ START POINT ART POINT - - - - - - - ~ - ND ATES QUANTITY OF NON-STD. STUDS (~2 SPF) £ o ~ BEARING WALL # I IC ~ coNr. 2xs SEE SHEAR WALL SHEETS ~ BELOW FOR WALL BRACING NOTES i iRINGBEAOLW ~ ~00~ ~~RMING PLAN ~ AND DETAILS ~ 2x4 LADDER PRN a -INDICATES QUANTITY OF RIPPED LVL STUDS IDDER PANEL JpISTS I I SCALE 1/4 -1 0 ~ LADDER 1 3/4 WIDE BY WALL THICKNESS (265OFb-1.9E) _ ~ DETAIL ° PANEL i iiz" ose NTS ~ 1/2" OSB I a ' JOIST LAYC i [ST LAYOUT ' ~ START POII~ ART POINT DETAIL 13-ii ~ NTS H ~ 2x4 GOOF FRAMING PLAN NOTES; _ ~ LADDER ~ FRAMING PLAN NOTES, LADDER ~ _ ~ PANEL O 1. ROOF TRUSS DESIGN BRSEO ON 1. FLOOR FRAMING DESIGN BASED ON PRE-MANUFACTURED ROOF TRUSSES LPI 2OPLUS (1.5E) I-JOISTS BY PANEL - _ \ BY OTHERS. LOUISIANA PACIFIC, UNLESS NOTED. l` 2. IT IS THE RESPONSIBILITY OF THE 2. ALL HANGERS BY SIMPSON STRONG-TIE TRUSS DESIGNER TO SPECIFY/PROVIDE UNLESS NOTED (ATTACHMENTS TO BE PER I-JOIST RLL TRUSS-TO-TRUSS, TRUSS-TO-GIRDER MANUFACTURER'S SPECIFICATIONS) TRUSS RND PLY-TO-PLY CONNECTIONS. 3. I-JOIST ENDS TO HAVE 1 1/8" OSB BLOCKING - ST L R BE OW 3. I-JOIST RAFTER DESIGN BASED ON LPI RIM BOARD. SEE DETAIL E OU AT N LR 2OPLUS (1.5E) I-JOISTS BY LOUISIANA 4. DESIGN LIVE LOAD 40 PSF PACIFIC, UNLESS NOTED. DESIGN DEAD LOAD; 15 PSF 4, DESIGN LOADS 5. PARALLEL TO I-JOIST CONDITION TO R. I-JOIST RAFTERS; HAVE LADDER PANEL RT SECOND FLOOR 15 PSF DEAD LORD RND RIM BOARD RT FIRST FLOOR. 25 PSF LIVE LORD 6. FLOOR FARMING SHOWN HELD IN 1/2" B, ROOF TRUSSES FROM PERIMETER - SEE START POINT 20 PSF TOP CHORD LIVE LOAD DETAIL THIS SHEET. F~00~ FARMING PORN 10 PSF TOP CHORD DEAD LOAD 7. LAMINATED VENEER LUMBER (LVL) BASED SCALE; 1/4"=1'-0" 10 PSF BOTTOM CHORD LIVE LORD ON THE FOLLOWING MINIMUM PROPERTIES: 5 PSF BOTTOM CHORD DEAD LORD Fb(PSU Fv(PSII E(PSII 5. HOLD DOWNS 2650 285 1,900,000 R. RLL ROOF TRUSSES RND RAFTERS RRE 8. RLL POINT LOADS FROM ABOVE TO BE TO BE CONNECTED TO DOUBLE TOP SUPPORTED W/ BLOCKING SAME WIDTH 14'_0" ~ ~ PLATE WITH A MIN. OF (1l H2,5R OR EQUAL, UNLE AS CALLED OUT ON FLOOR PLR BY SIMPSON SS MAJOR POINT LOADS SHOWN BY • NOTED OTHERWISE. B. GIRDER TRUSSES RRE TO HAVE HOLD B453 3060 3060 B453 _ _ _ _ ~ DOWNS TO RESIST THE REQUIRED UPLIFT FORCES AS SHOWN ON TRUSS MANUFACTURER'S DRRWINGS. (REFER TO ----0 I I TABLE BELOW FOR RECOMMENDED 14 1/2 ~cb DECK & I r - - - - ~ CONNECTORS) 6. LAMINATED VENEER LUMBER (LVUBRSED DN THE FOLLOWING MINIMUM PROPERTIES; o STEPS I I - q Fb(PSII Fv(PSI) E(PSII ° iv VAULT ~ VAULT AS REO'D. I I I~ 2650 285 1,900,000 ~ ~ 7. RLL DIMENSIONAL LUMBER BASED ON THE FOLLOWING MINIMUM PROPERTIES; o~ ~ 3060 o SUNROOM I w/3030 I Fb(PSI) Fv(PSI) E(PSI) 1200 175 1,600,000 FX'D. ABOVE (2l 2x10 HEADER w/ CARPET I DBL. TOP PL,RTE RT 9'-1 1/8" I ~ FAMILY RM. 8080 C.O. 0 BK 6'-8" ' 0 FL00~ PLAN 1x8 FASCIA SCALE; 1/4"=1'-0" ONLY 0 8' RIDGE VENT RIDGE VENT I~ ° CRICKET 12 14'-0" ,0 1x8 FASCIA ~,,0 ONLY r-----------------~ c~ ALUM I GUTTER HORIZ. r I SIDING I I I I ib I I IF FULL I I r - - - - f'~ I I_ BSMT. ,CRS. I I I r___ U ~ to ~ 13 I L------ ~ I I I I I DN. 2 CRS. W/ r _ _ _ _ _ 00 I 3"x8" SOLID CAP I I (TYP•) I I ao in ~ m ~ ~ I ~ ~ ' I W12x14 STEEL BERM I I I I W ~ ~ ;r IF BUMP 11'-6" LONG W 0 rn r I - - - I ? 0 N i I I L- J O H O ~ I I I n/ i LY. i N D/S 1x6 D/S i S ' I ~ TRIM D/S D/S 0 rn N ' FOUNDATION PLAN o N SCALE 1/4"=1'-0" W ~ ° 1x4 TRIM rn N 4 SCALE; 1/4"=1'-0" 0 covington_C (f) (f ) a L I _ _...__e_,~.~_ - u H N ISSUE DATE; ~ 09/30/D5 = REVISION; H C O N ~ 055 ~Q DESIGNED COLLECTOR TO TRANSFER SHEAR LOAD TO BRACED WALL PANELS. DOUBLE TQ PTP DOUBLE ANY SEAL APPEARING ON THE WALL TOP PLATE TO BE CONNECTED ~ECTED 7~9~07 BRACING PLRN(Sl COVERS ONLY u E WITH lOd NAILS C~ 18" O.C. O.C. THE DESIGN OF BRACED PANELS H o INDICATED BY THE NOTE "ENGINEERED ~ h p ~ o PANEL". THE PANELS RRE DESIGNED ~ ~ Q ~ TO MEET THE EQUIVALENT CAPACITY o g o ~ N OF THE REQUIRED BRACED PANELS PER w ~ b THE RESIDENTIAL CODE OF OHIO ~ m N w RND THE INTERNATIONAL RESIDENTIAL CODE. ~ ~ oc r----------------~ I UI~i~U~ 1'-5 1/ " 6'-11 1/2" 7' 1/2" 11'-11 1/2" I I 1/2" 2'-0" I I I I I I I I INSTALL STANDARD CODE REQUIRED I CONNECTIONS BETWEEN RLL FARMING I MEMBERS IN ACCORDANCE WITH (~(R TABLE R602.3(1l AND TABLE lJ 8602.3(2) OF THE RESIDENTIAL I CODE OF OHIO RND THE rf~ i INTERNATIONAL RESIDENTIAL I~ CODE. THESE CONNECTIONS RRE BWP3 BWP3 BWP3 I I (35) (36) (47) BWP3 ADEQUATE TO DISTRIBUTE THE O ' REQUIRED LOADING TO THE BRACED WALL PANELS, UNLESS NOTED O O~ I N OTHERWISE ON THE SHEAR WALL PLANS. o I SEE ADDITIONAL NOTES RND SHEAR I iv 3 WALL DETAILS ON SHEET "SHEAR I m NOTES" C~ o I I m m~ O I 0] N I NOTE; I I ~WFR LEVFI - - o o RLL DIMENSIONS ARE TO EXTERIOR H I UNFINIS ED in FACE OF'WRLL OR CENTER LINE m ri OF BRACED WALL PRNEL• I m II m„ 3 Il 3N p.. I m II I II I 3 I I m I I b N I \ I m I BWP I APA1 APAI G~ (32) (16l vim' I I m I m m BWPI I 3 ~ ~ I m i \ m~N 00 I ~ ~ I I ~ I ~ I I I I (1l 16d NAIL I I I @ 24" O.C. I I I 8d NAIL @ 6" O.C. EACH STUD I I 9'-8 1/2" 10'-0" 0 I IN RLL PANEL ° I I EDGES NOT PART OF I (V I PORTAL FRAME x~ O O I I I I I I I 2x FARMING FOR I O I GYPSUM WALL PORTAL FRAME WALL I I BOARD (OPTIONRU SEGMENT (TYPI REFER I O i I I TO FIRST FLOOR WALL I I BRACING PLAN FOR I a ~ 3 I REQ'D WIDTH ~ m BWP BWP I ~ BWP BWP RPA-1 RPR-1 3 APR-1 APR-1 o (20) (20) o I m I GARAGE CORNER DETAIL f~ . ~ 20) (20) N (V ( \ SCALE 1"=1'-0" ~ ~ W ~ , I \ ~ 0 I I ~ ° I ~ BWP BWP 3 m RPR-1 APA-1 1' 10" 10' 4" T 6° (16) (20) I W m¢~ C~ I o _ _ _ _ I ~ ~ O OL I BWP3 I ~ I W I - 8'-8.. • PIPST FLOOD WALL BPACING PLAN ~ W c~ SCALE; 1/4"=1'-0" ~ ~ H N O 0 0" 10'_4" 6'-6" 2'-8" BWP3 BWP3 N (48) (52) 0 OL 0 m N O d' ~J N 2'-0" 14'_10" 2'-2" W~ 0 Z~ a • covington_C (n i - U c H N ISSUE DRTE~ 09/30/05 ' = REVISION; H ~CC C N © 055 PTP ~~9~0~~ RNY SEAL APPEARING ON THE WALL Q ~ a° ~ BHECDESIGNAOF )BRRCEDSPRNELS ~ ~ o INDICATED BY THE NOTE "ENGINEERED ~ ~ ~ w ~ PANEL. THE PANELS RRE DESIGNED m ~Z oc ~ ~I TO MEET THE EQUIVALENT CAPACITY OF THE REQUIRED BARGED PANELS PER ~ ~ ~ ~ THE RESIDENTIAL CODE OF OHIO v ~ N RND THE INTERNATIONAL RESIDENTIAL CODE. I T-5" INSTALL STANDARD CODE REQUIRED ~ ' I 10'-11" 7 -5 CONNECTIONS BETWEEN RLL FRAMING I MEMBERS IN ACCORDANCE WITH ~ ' I I BWP3 BWP3 BWP3 TABLE R602.3(1l AND TABLE R602,3(2l OF THE RESIDENTIAL J CODE OF OHIO AND THE o I INTERNATIONAL RESIDENTIAL iv I ~ o o CODE, THESE CONNECTIONS RRE 3 in I m in ADEQUATE TO DISTRIBUTE THE REQUIRED LORDING TO THE BRACED WALL PRNELS~ UNLESS NOTED I OTHERWISE ON THE SHEAR WALL PLANS, C~ I m I ~ SEE ADDITIONAL NOTES RND SHEAR O m I WALL DETAILS ON SHEET "SHEAR I NOTES" I - o I ~ ~ I c o ~ i NOTE; I ~ RLL DIMENSIONS ARE TO EXTERIOR I ' FACE OF WALL OR CENTER LINE OF BRACED WALL PANEL. I I m I 3 m I I m 3 m I I I I I I - .fin ~ ~ ~~1' I m I I I ~ I I I I I in I ~ Ii ~ II I II I I m ( 3 I m I I o . O I m 3 ~ m I I in I Z I BWI~3 ~ I ~ ~ ~ I m ~ ~ BWP3 BWP3 ~ ~ (36) I m (36) 0 m m W O 3N N m'~ OL N _ - _ ~ - _ _ ~ ~ - ~ _ - _ ~ _ _ _ _ B P3 BWP ~ (27) (2) J .J W ~ Oz r~ r~ r~ r~ LJ LJ LJ LJ ~ 0 hl O '-7 1/2" 9'-8" 7'-10" m S'-7" 13'-2 1/2" 9 -1 0 0 N SECOND FLOOP WALL BPRCING PLAN ~ ~ N SCALE; 1/4"=1'-0" W ~ O N d' N =3 covington_C Q 0 Q i _ 1 U /~~l • H C r lJ, N ISSUE DATE; ~ 09/30/05 = REVISION; N c~ C Lfl (2) 16d NAILS (1) 10d NAIL (2) 16d NAILS (1) 10d NAIL N ~ EACH STUD @ 24" 0/C ~ EACH STUD ~ 24" 0/C PER CODE PER CODE PER CODE PER CODE ~ 055 PTP ~~9~07 STUD SPACING RS REO'D BY CODE - - - - - - - - - N~o~o (24" 0/C MAX) I Ubo~~ STUD MEMBER I I'I EJ~ RS REQ'D FOR D MEMBER II ~~N~d N HT PER CODE STU II c~ ~ RS REQ'D FOR I rl 3 o HT PER CODE I II ° II Z ZJ pCH~ ~J~~,~~~... z I I'I ¢ ¢ II ~ UI~.N~Ii. a HORIZONTAL BLOCKS I LOCATED ~ SHEATHING II ~ I I w w EDGE ON BRACED I II WALL PANELS ONLY I II ~ SIMPSON WB OR ~ _ = ii ii EQUIVALRNT I •J II II J METAL STRAP ~ 7/16" OSB I I•I I•I ¢ INSTALLED PER ¢ II II 3 FRCTURER'S 3 SHEATHING I I I I I MANU SPECIFICATIONS I I•I I'I RT I II it EDGE SUPPO I II INTERMEDIATE 6d NAILS @ 6" I'I 'I SUPPORT 6d 0/C PER CODE I I ~ i i NAILS ~ 12" II I , I.I 0/C PER CODE I II (2l 16d NAILS I II II a (2) 16d NAILS ~ EACH STUD II - II Da ~ EACH STUD ER CODE -~-,1~ :-,11,_.,_ PER CODE P (3) 16d NAILS @ 16" 0/C (3) 16d NAILS ~ 16 0/C (TO FRAMING BELOWI PER CODE (TO FRAMING BELOWI PER CODE SCALE; 1/2"=1'-0" . o 0 / i I € n 2' TO 18' " ' I •p r, n ' n (FINISHED WIDTH) ° I (11 16d NAIL I , ~ 24" O.C. ~ n t` 7/16" MIN. THICKNESS ~ 8d NAIL ~ 6" O.C. ),C, o EACH STUD u s FASTEN 7/16" (MINI SHEATHING TO HERDER ! WOOD STRUCTURAL ° << N I IN RLL PANEL !EL I o w r: w/8d COMMON NAILS IN 3 GRID PATTER „ r PANEL SHEATHING , ~ EDGES NOT PART OF p t• RS SHOWN. n p n ~ PORTAL FRAME Al MME x, o o _ ,I NOTE, s tt 4 BLOCKING (FLAT) IS REO'D ~ PANEL ii it H i rr 2x ATTACHED " i` ~ I - INDICATES BRACED WALL PANEL AS NOTED~Q W SPLICE. SHEATHING SHALL BE V ~ 2x FRAMING FOR ~ = w TO BLOCKING w/8d COMMON NAILS ~ 3 O.C. „ , GYPSUM WALL FOR PORTAL FRAME WALL ~ ALL BRACED WALL PANEL DESIGNS ASSUME Cr x G n I BOARD (OPTIONAL) ¢ n a ii RU SEGMENT (TYP1 REFER LUMBER - SPF STUD GARDE ~ F it r€ rC FASTEN 7/16" (MIN) SHEATHING w/8d ° TO FIRST FLOOR WALL I SHEATHING - 7/16" OSB (HORIZONTAL SPAN RATING 24"1 3" O.C. TO RLL „ r, rr COMMON NAILS BRACING PLAN FOR I WIND SPEED s 90 MPH ~7 ~ REQ'D WIDTH ~ EXPOSURE CATEGORY - C (f~J) .n rr FARMING (STUDS RND SILLS) TYP, k n 16" MIN. FOR 8' HGT I SEISMIC CATEGORY - A OR B 18" MIN, FOR 9' HGT tl F'r , ~ n i CORNER DETAIL ~ ALL EXTERIOR WALLS RRE TO BE CONTINUOUSLY SHEATHED WITH i G 20 MIN, FOR 10 HGT ~ ! NOTE; _ ~ SCALE.1"=1'-0" WOOD STRUCTURAL PANELS. RLL BREATHABLE SURFACES OF . _ i' RLL SHERTHRBLE RRERS OF n " EXTERIOR WALLS FULLY ~ EXTERIOR WALLS, INCLUDING RRERS ABOVE RND BELOW OPENINGS, SHEATHED WITH PLYWOOD ` _ _ _ _ _ _ _ _ _ _ ~ SHALL BE SHEATHED, OR OSB. \ THIS DRAWING REPRESENTS THE LOCATIONS AND TYPES OF BRACED WALL PANELS REQUIRED BY SECTION 8602.10 OF THE RESIDENTIAL 3"x11 1/4" MIN. EXTERIOR CODE OF OHIO RND THE INTERNATIONAL RESIDENTIAL CODE, HDR (BUILT-UP, OLID SAWN, EL_ EVATION s REFERRED TO HEREAFTER AS THE RCO RND THE IRC, RESPECTIVELY. IN LOCATIONS WHERE THE PRESCRIPTIVE CODE REQUIREMENTS COULD GLULAM, ETCJ NOT BE MET, RN ENGINEERED DESIGN WAS USED TO REPLACE THE O CONTINUOUS TO END OF PANELS PRESCRIPTIVE BRACED PANEL. THE ENGINEERED PANEL IS DESIGNED TO HAVE EQUAL STRENGTH TO THAT OF THE PRESCRIPTIVE PANEL CAPACITY REQUIRED PER THE RCO RND THE IRC, WHERE THE SPACING TOP PLATE RESTRICTIONS OF THE BRACED PANELS COULD NOT BE MET (SECTION 2' TO 18' CONTINUITY PER 8602.10.1 OF THE RCO AND IRCI THE PRESCRIPTIVE REQUIRED (FINISHED WIDTH) 8602.3.2 SIMPSON STRONG-TIE LTP5 BRACING PANELS WERE MOVED TO AN ALTERNATE LOCATION BY (OR EQUAL) INSTALLED RT UTILIZING A DESIGNED COLLECTOR, PURSUANT TO SECTION 8602.10.1 4'-0" O.C. RND AT EACH OF THE RCO AND THE IRC. SIMPSON STRONG-TIE LSTR24 STRAP (OR EQUALI ATTACHED PER MANUFACTURER'S END OF BRACED WALL PANELS SPECIFICATIONS. (1,000 Ib CAPACITY MIN.) ON SHEATHED WALLS ALL WALL CONNECTIONS ARE~PER TABLE 8602.3(1) AS FOUND IN THE W FASTEN TOP PLATE TO HEADER w/TWD RESIDENTIAL CODE OF OHIO, THE INTERNATIONAL RESIDENTIAL CODE, W OR AS SHOWN. = o 2x FARMING RS ROWS OF 16d NAILS ~ 3" O.C. TYP. REQ'D (2x4 MIND 2x JACK STUDS (REFER TO FLOOR RLL BWP1 PANELS SHALL BE CONSTRUCTED USING (2) SIMPSON ~ PLAN FOR SIZING AND QUANTITY) STRONG-TIE WB FLAT STRAPS OR EQUIVALENT. THE FLAT STRAPS SHALL IF REQUIRED, PANEL SPLICE SHALL BE BE INSTALLED IN AN "X" CONFIGURATION. BOTH STRAPS ARE TO BE ~ INSTALLED ON THE INTERIOR SIDE OF THE WALL. ~ LOCATED WITHIN 24" OF MID-HEIGHT 16" MIN. FOR 8' HGT 18" MIN. FOR 9' HGT ' RLL BWP3 PANELS SHALL BE 48" IN LENGTH UNLESS NOTED OTHERWISE. ~ O ANCHOR BOLT PER 20" MIN, FOR 10' HGT ' 8403.1.6, TYP. ' ' NON-STANDARD PANEL LENGTHS RRE DESIGNATED ON THE PLAN AS W ~ ~ "BWP3 (XX)". RNY BRACED WALL LENGTH LESS THAN 48" HRS BEEN DETERMINED BASED ON THE REQUIREMENTS OF TABLE 8602.10.5 IN THE O RESIDENTIAL CODE OF OHIO RND THE INTERNATIONAL RESIDENTIAL CODE. INTERIOR LEVATION ' E BRACED WALL PANEL LENGTHS SHOWN ARE MINIMUMS REQUIRED PER ~ _J SECTION 8602,10 OF THE RESIDENTIAL CODE OF OHIO RND THE H W (n FOUNDATION/SLAB PER CODE INTERNATIONAL RESIDENTIAL CODE. INCREASING PANEL LENGTHS TO MATCH EXISTING/TYPICAL WALL FRAMING IS ACCEPTABLE. ~ 0 ANY SEAL APPEARING ON THE WALL BRACING PLAN(S) COVERS ONLY THE ~ ~ O DESIGN OF BRACED PANELS INDICATED BY THE NOTE "ENGINEERED PANEL", ~ THE PANELS ARE DESIGNED TO MEET THE EQUIVALENT CAPACITY OF THE REQUIRED BRACED PANELS PER THE RESIDENTIAL CODE OF OHIO AND THE ~ INTERNATIONAL RESIDENTIAL CODE. J C SHEAF PLATE DETAIL ~ W W o SCALE; 1"=1'-0" 3 W ~ 0 0 Z N covington_C (n N -N n a I .J__-__._.... 1 . ~~~J ~~~,.D6~~1A"~"G~~ ~Ne~L~. 0"~d~Uf~dA IfI~ GV ,AN~O~Ce~ ~~H~~IJI~E . 1 1/8" OSB RIM BOARA, ~ , ISSUE OATEs C~~~~~d'~8~~~~7 ATTACH TO MUD SILL WITH 4/4/b6 lOd NAILS ~ 6" TOE-NAILED. l REVISIONc 2X6 SILL PLATE TO ~ ~ ~ . SOIL EQUIVALENT FOUNDATION WA ~ FROM OUTSIDE .FACE, FLUID PRESSURE LL 3/4 T&G FLOOR SHEATHING SEE STRUCTURAL ,NOTES THIS SHEETo ~ ,ATTACHMENT i/2 SHEATHING, TYP, (NAILED AND GLUED) , , ~ SOLID CON NU " „ t1 OUS k i/2 DIA. TITEN HD ANCHOR 90LT 1 i/8 05B RIM BOARD, y;, ,SAIL EQUIVALENT,, FLUID PRE55URE 45PC~ a 45 O,tl. BY SIMP60N STRONG•TI TOP CQURSE~ INUOUS ' ~ \ r - k~^ ~ y~yy.'~ ~1 '~Ci ~ . 45 PCF ~ E ATTACH TO MUD SILL WITH JOIST PER PLAN R 2 6 E E DISTANCE AND 4 1/2' WALL .HEIGHT ~ S MAXIMUM ~ ~ MINIMUM EMSEDDMENT) lOd ~ NAILS ~ 6 TOE•NAILED~ TIGHT TO RIM BD. o FACING, C/C . UNB FROM OUTSIDE FACE, C OF COURSES) ALANCED JOIST PER PLAN ~ : 12/4/06 . 08 09 010. Nii FILL HEIGHT . ~IJ FOUNDATION ANCHOR T~4" 50LID CONTINUOUS + 3•lOd AILS PER I5T N ,TYP, PER SCHEDULE, . 72 72" 72" 72" 5.7" i/7" DIA, TITEN HD ANCHOR 90LT TOP COURSE. ~ , H OR f OURSE) ~ , 8'-0" ~ „ 60 PCF m„32" O,C, BY SIMPSON STRONG~TIE , FULL DEPTH I-JOIST BLOCKING , ~ 2~" O:C, TIGHT TO RIM BQARD f12 COURSES) 72 72' 72 72 6.3 f3 EDGE DISTANCE AND 4 i/2" OAMPPROOFING ABOVE ~ i DAMPPROOFING ABOVE e i' AND ADJACENT JOIST, GLUE ~ NAIL B'-8" MINIMUM EMBEDDMENT! GRADE TYPICAL GRADE ci3 COURSES) 64 72 72 72 6-il" ~ ~ TYPICAL i TO PLYWOOD SlJ18FL00R W/6~6d ~ , . GRADE GRADE COMMON NAILS, ~ MAXIMUM MASONRY. FOUNDATION WALL HEIGHT ~ 8'-8" ' MAXIMUM UNBALANCED BACKFILL HEIGHT s 5.11" o FOUNDATION ANCHOR ` vi 3.10d NAILS? ' TYp, WATERPROOFING, TYP, i PER SCHEDULE, 5 TO ~ SOIL EQUIVALENT FLUID PRESSURE = 60 CF ~ OF REINF, , . (NO BRICK) ~5 CK) GROUP 50LI0 CHEDULE WALL HEIGHT d, SPACING, C/G MAXIMUM 5" TO 100E COUR5E5) ~®?~ANCED OF REF AT R 08 0g 010 011 FILL HEIGHT IN ~ W ERP OOFING (NO BRICK) ING ~ 8" CONC, CMU 7~,4~~ " REINF, PER SCHEDULE , (ii COURSES) ,72 72" 72" 72" 5.7° GROUT SOLIO, ~ ~ , " SSE , 8 0 56" 7 " 72" 7 ' 8'•3" ~ ~ FILTER MEMBRANE FOR F SEE SECTION 1 ci2 couRSES~ 2 . r FOR ADDITIONAL ~ ~ ~ ~ INFORMMTION s 8" CONC C INFOR s' a MU 48 56 72 72 6,11 (13 COUR~uES) 24 MIN, GRAVEL , AROUND FOUND. ~ INTERIOR WEEP H0LE5 B16' O.C, MAX. 9/4"~!'~ wwREBAR TO BE FLUSH WITH TOP OF WALLw~ , e 9/4n~1' 2 H~ . ,a,, o ~ t~ 1~, WEEP TUBES e , , ~ F 0 0 / CONC. r~C `f~' ~ L: AT 48" 0/C ~ , ~ ~ , , 1 if8" 056 RIM 80ARfD? ~ 4~~ CONT. 8"x16" ' ' ` ~ ~ ~ ~ ATTACH TO MUD SILL WITH ~ ~ ~ ~ ~ ~ t'' ~ ~ ` STRUCTURAL NOTES ~ ; , ' 'o' ~ • ~ ~ BRICK CONC, FOOTING e SICK 10d NAILS, m: 6" t0E-MAILED ~ ~ :NEER FROM OUTSIDE FACE, e ' ~ ~ ~ ~ ~ ~ r ~ VENEER GEMERAL~ , , , , , , o , ~ ~ , 1. TH ' E ,STRUCTURAL NOTES., ARE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES ' ~ ° ~ bo 4" GRAVEL EkI3T BETWEEN THE DRAWINGS AND THE NOTES, BASE 50LI0 CONTINUOUS THE STRICTEST PROVISION SHALL GOV R , TH coNCRErE ~ ~ E MA50NRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ONE AND rW0 5T0 COMPACTED SOIL ,y TOP COURSE, ITINUOUS , RESIDENTIAL CONSTRUCTION' ~ RY 4" HIGH AROUND 1 0 WITH LOADS DISTRIBUTED ALONG FOUNDATION WALLS, >E~ JOIST PER PLRN 3. SHOULD CONFLICTS ARiSE BETWEEN 5ITE CONDITIONS AND ASSUMED DE'SIG CONDITIO FOOTING, TYP. MIN.' ~ GROUT COLLAR JOINT 50LID N NS ENGINEER , SHALL BE NOTIFIED PRIOR TO PROGRESSING WITH WORK, 4, IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOL CONT, 3" DIA, PLASTIC " LOW ALL AWPLICABLE SAFETY CODES AND 5 1/2 TO ~ REGULATIONS DURING ALL PHA5E5 OF CONSTRUCTION. PERF, DRAIN TILE OF REINF, ~ ~ ~ ~ FULL DEPTH I-JOIST BLOGkING~ 24" ~ ~ O,C.. 5, THE CONTRACTOR I5 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CO TO SUMP S/4"~I'-0" (TYP, ~ BRICK) EXISTI NDITIONS RELATING TO NG CONSTRUCTION .AND EXISTING SERVICE,ON THE 5ITE, 3RICK1 TIGHT TO RIM BOARD AND ADJACENT JOIST: 6, THE CONTRACTOR. SHALL VERIFY ALL PERTINENT DIMEN5IONS WITH THE ARCHITE GLUE &NAIL TO: PLYWOOD SUBFLOgR W/6w6d COMMON NAILS, PRIOR TO PRO CTURAL DRAWINGS CEEDING WITH THE WORK, 3~lOd NA~LS? TYP, 7, DESIGN BASED ON 3/4 T&G PLYWOOD 5UBFLOOR GLUED AND NAIL " ED (6d ®12 O.C. AND HEAVY DUTY CONSTRUCTION! ADHESIVE) STAPLES ARE NOT ACCEPTAtLE TN LIEU OF NAILS. ~ TYPICAL GRADE aL 4" CMU(SOLID) ~ ~ FOOTINGSt L FOOTINGS TO DEC T " ON INUOUS 8"X16" CONCRETE FOOTING FQR " . 8 CMU 8 CMU OR A5 SHOWN ON DRAWINGS, CONCRETS SHALL HAVE A MINIMUM,28•DAY COMPRE55IVE STRENGTH OF ' 1U ~ FO~JNDATION ANCHOR ALLOWA f c 2500 PSI, (A55UMED SEE 8LE SOIL BEARING pRE55URE OF Fb~2tl00 P5F), ~ REINF, PER SCHEDULE PERR SCHEDULE, 1 1/8 05D RIM BOARD, FOR I LE, 5EE SECTION 1 FOR ADDITIONAL' ~ ~ . ATTACH TO MUD SILL WITH ;GROUT,50LID, MA50NRY~ INFOF INFORMATION , , 1. MASONRY MATERIALS ~ ~ 1fJd NAILS cg 6 TOE-NAILED A, MA50NRY FROM OUTSIDE FACE, , . CONSTRUCTION AND MATERIALS SHALL CONFORM TO REQUIREMENT BRICK 530,1.05/ASCE 6W0 " S OF ACI S SPECIFICATIONS FOR MASONRY STRUCTURES, VENEER B, HOLLOW AND 50LID LOAD BEARING CONCRETE MA50NRY UNITS • AST 4~ NORMAL WEI M C9O 50LID CONTINUOUS GH~',~MINIMUM COMPRE55IVE STRENGTH 1.900 PSI, C, CMU UNITS TO BE LAI TOP COURSE, , .DIN RUNNING BOND PATTERN, 2, MORTAR GROUT COLLAR JOIST PER PLAN A. ASTM 0270 TYPE 5. JOINT 50LID TIGHT TO RIM BD. B. ALLOWABLE FIELD MIXES: (BY VOLUME) CEMENT•LIME~ 1 PART PORTLAND. CEMENT, OVER 1/4 T 5 1/2" TO ~ ' S ~ 0 i/2 PART HYDRATED LIME, , AND 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES QF C ME OF.R~INF, MA ONR ~ E NTITIOUS MATERIALS, 3.10d NAILS PER JOIST, TYP, 5 Y CEMENT 1/2 PART PORTLAND CEMENT, 1 PART MA50NRY CEMENT ( (TYP, t8 BRICK) SAND = 2 i/ TYPE N), 4 TO 3 TIMES THE 5UM OF THE SEPARATE VOLUMES OF CEMENTITIOUS M 3. GROUT, ATERIALS, A. ASTM C47 4" CMU (SOLID) 6, MINIMUM 28-DRY COMPRE55IVE.5TRENGTH 2000 PSI, 8, BLOCK AT BEAM BEARING, .PILASTER, AND POINT LOAD LOCATIONS TO BEG BLOCK FOR 2 ROUTED 50LID OR SOLID FOUNDATION ANCHOR , COURSES BELOW BEARING, TYPICAL PER CH LE. C, CON50LIDATE GROUT A S EDU T TIME OF PLACEMENT 50 A5 TO FILL ALL VOIDS AND INTERSTICES, GRADE ~ . CON50LIDATE GROUt LIFTS OF 12". OR LESS BY MEANS OF PU LIN REINF, PER SCHEDULE ,D~ G OR MECHANICAL VIBRATION, CONSOLIbATE GROUT LIFTS EXCEEDING 12 BY MEANS OF MECHANICA " CM GROUT 50LID, A L VIBRATION AND RECONSOLIDATE ~ U , i/2" SHEA'THING? TYP. 3/4" TAG FLOOR SWEATHING FTER INItIAL WATER LOSS AND SETTLEMENT HAS OCCURRErG, D, ACCEPTABLE GROUT FIELD MIX• fBY VOLUME) 1 PART PORT AN 5EE.5ECTION 1 1 1/$" QSB RIM BnARD, iNAILED~ AND GLUED) L L D CEMENT, 1/10 PART HYDRATED IMF, SAND 2 1/4 TO 3 TIMES THE 5UM OF THE VOLUMES OF TH~ FOR ADDITIONAL ATTACH 'f0 MUD. 5'~ILL WITH SLUMP TO BE E. CEMENTITIQUS MATERIALS, , BETWEEN 8 TO 10. INFORMATION lOd NAILS ~ 6" TOE-NAILED 4. STEEL REINF4R'CEMENT BAR REQUIREMENTS. A, ASTM A615, A996 • GLADE 60, FROM OUTSIDE: FACE, JOIST PEA PLAN ~ x:y, 8, PLACE VERTICAL REINF ORCEMENT BARS A5 SHOWN, BARS SHALL BEGIN AT THE M TIGHT TO RIM BD, SOLID CONTINUOUS SHOWN FROM ALL FULL HEI AXIMUM SPACING N GHT MASONRY WALL CORNERS, ~4 tOP COURSE, . BACK FILL. ~ ~ . ~3~10d NAILS PER IST, TYP, 1. PROVIDE 24" OF FREE DRAINING GRAVEL MATERIA a THIN BRIC~C APPLIED BY L (WASHED 57 STONE OR E0.) ABOVE TOp OF FOOTING THE WIDTH OF THE EXCAVATION, TYPICAL 2. PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MAT 3, BACKFILL 24" A ERIAL AND BACKFILL MATERIAL ABOVE, GRADE ~ BOVE TOP OF FOOTING TO FINISHED GRADE MAY BE AN DEBRIS, ORGANIC TOp Y NATIVE SOIL WHICH I5 FREE OF SOIL, AND .ROCKS OVER f; IN SIZE, BACKFILL SOIL TYPE EQUIVALENT FLUID PRE55URE L SHALL YIELD A SOIL E5S THAN OR EQUAL 1`0 THE PRE55URE USED FOR DE WALL, SIGN OF THE MASONRY 1 /8" 05 R OA , I B IM B RD 4, FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO ATTACH TO MUD SILL WITH WATERPROOFING, TYP, i PERNSCHEDULENCHOR IN PLACE UNTI BACKFILLING OPERATION. BRACES ARE TO REMAIN ~ L SUCH TIME THAT THE FRAMING AND FLOOR DIAP 10d NAILS ®6 TOE-NAILED WALL I5 BRACED pE HRAGM ARE IN PLACE AND THE MASONRY R PLAN. FROM OUTSIDE FACE. 5"TO~ ' OF REINF, . _WOOD FRAMIN G (NO BRICK) ~ a~ 1, FLOOR SOLID CONTINUOUS , JOIST MEMBERS TO BE ENGINEERED I•JOIST REINF, PER SCHEDULE GROUT SOLID, 2, NAILS ARE BOX TYPE TOP COURSE, JOIST PER PLAN (0.131 nIA.) UNLESS NOTED OTHERWISE. TOE-NAILED CO 2001 AFd~PA ND5 REQUIREMENTS NNECTIONS TO BE PER ,FILTER MEMBRANE . ? 8" CONC, CMU FOUNDATION ANCHOR ~ ~ S FULL DEPTH I-JOIST BLOCKING ~ 24 O.C. 24" MIN, GRAVEL 1, ANCHOR BOLTS 1/2:' DIAMETER THIN BRICK APPLIE TIGHT TO RIM BOARD AND ADJACENT JOIST, BY 6 LONG SELF-TAPPING (HIGH STRENGTH) TITEN (BY 5IM AROUND FOUND, I,NTERIO.R OR APPROVED EQUAL,), INSTALLED INTO 5 I PSON STRONG•TIE GLUE & NAIL TO PLYWOOD SUBFLOOR W/B•6d OL D MA50NRY BLOCK,(STAINLE55 STEEL OR TYPICAL G185 GALVANIZED IF USED WITH PRE5SURE TR ~ COMMON NAILS, ~ WEEP HOLES' 16" O,C, FATED LUMBER, INTERIOR APPLICATIONS) GRADE i 3•lOd NAILS, TYP. • ? ~ ~ I' THRU-WALL , i • , , , . 33 1~2 . FOUNDATION ANCHOR AT 48 Up~C i, ~ ; o ~ ii' ~ ~ . F"0"0~1 ~ 5 RB ~ CONC. ~ . ,1. 1. 5" ~ PER SCHEDULE, OF NF, 'CONY, $"x16" ' ' ~ ' ~ ~ , , ~ ~ i 1 / i ' I ~'1 i ',+,j1'l 1'1 j'~j1/,',~ li',~ ~ coNC, FcoTING , , o , •1 ? ~ (N0 ~ CK) REINF, PER SCHEDULE GROUT SOLID. iii ,~1~~1,''l ,lei ~'io 11 N• WATERPR • ~ ,ING 8" CONC, MU C ' , „ li „ i ~ ~ i~ i 1~ , i i 1 1 YM+Y ~ ° 80 4" GRAVEL 1 ,l: , :#ga ` d~ F 9~I BASE COMPACTED SOIL SEE SECTION ~1 FOR ADDITIONAL 4" HIGH AROUND 1'-0" FOOTING, TYP, ~r. ~ MIN, INFORMATION CONY, 9'' DIA, PLASTIC PERF, DRAIN TILE ' W ~ i 1 FLUE LINER N REV. ISSUE DATE: = 06/30/99 V IES REVISIONS; CONCRETE CAP JOIST of m HANGERS DouBLER rn (TYP,) o ONE COURSE BAND ~ o COBBLED OUT 3/4". C0 ! m ~ DOUBLER ~ ~ i.,i i i ' ~Or.SY P~,LAI T (SHOWN W/JOISTS RUNNING - FERPENpICULAR TO FIREPLACE SCALE; 1/4"= 1'-O" ' JOISTS ' WALL MRY BE 2x4 FRAMED MED OR 2x6 FRAMED SHOULDER HOUSE MRY HAVE 2ND FLOOR r ? ~ x _ ___.:.____~ii~ ? AIR SPACE ? ~I I Y ? ~ L~.~ N 2x4 CRIPPLER ? MAINTAIN 2" I 13"x13" CLEARANCE BI 1RERRA CE BET'WN MASONRY & W FLUE ? 1RSONRY & WOOD (2l 2x10 HEADER ~ (OUTSIDE ? DIM.) .2x4 FLAT FRAMING ? 4" BRICK VENEER 16" O.C, ? RS NEEDED AFTER ? O_J FIREPLACE NSTRLLED o ~ a . , O ~ STEEL ANGLE ? 2x3' BLK ? 1 ? lx ? N N n n n m d 0 m IAuNuNi ~ ' I ? IJ~ 1 d ? ~ , ~ Q a ? ~DRMPER 2x3 BLK o r; , . 0 24 O.C. ~ u~ ~ 1-2 114 ~J fV rEL O \ ° ° ° ;-r 5/16 x3 1/2 x3 1/2 ~ N ~ ~ N STEEL ANGLE m FIREBLOCK~ M FLOOR LINE SC LEt 3/4"=1'-0" _ LAID FLAT A u_ ~ u N SCALE, 3/4 -1-0 5._8.. 2.-0.. 2._D.. ~ BRICK . OR FROM THE INSIDE TILE HEARTH FACE OF EXTERIO WALL SUB-FLOOR a a,.,_.~.,_, ~-OUTSIDE v OUTSIDE AIR VE ' ~ / P 0 ~ JOISTS d ~ ~ P o d ~ ' ? z EXTEND SHEATHING (V ? 3" PAST OPENING ? 0 WRLL STUD POURED CONC SLRB w/ REINFORCE RS REO D SIDING 2-4 .27 1/2 BR BRICK LEDGE TO BE LC BE ONE BLOCK LOWER THAN FINIS -SIDING of GR SUB W o GRADE. o~ z w J H~ 6 o x W W W ~ ' 4 ' 4 d O ~ i P O ~ ? P p (V ~ d ~ a ~ ~ 0 O W Q 4~ e 0 9 0 < 0 0 G ~ o Y ~ D o 4 0 36" A QNRY F~ ER ~PI:_RCF 38" SCALE: 3/4"=1'-0" W 6~_~,~ W T SCALE, 3/4"=1'-0" COLUMBUS