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06201091 Permit File w 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. rf l PERMIT NO. ADDRESS: BY FINAL INSPECTION DATE:_- - .4 Building Permit No.: Project Address: 0 DT ' Inspection Date AP DA Ins Comments Ins ection to AP DA Ins omm nts ! Plumbing Insulation mot, Q _ y Underground Sewer f Footing ©7 A~ ~ C,,_ i6 b0 ~ (W S Final Electric Foundation Final Steel Plumbing -D, ' 0 ,J 1) PAzGcT,4,0 71-,?>1~, Final HVAC Foundation t Radonut,jKa ,(+cR V Do ti` Final Gas W L','f, ` 1 d?L ouzo+~- ` Preslab Piping Rough 'i,5~4 Engineering f. Electric (CWA) Engineering Electric a (Pre-Sod) ` Service Final lli~ 04 Engineering I, Rough Plumbing Gas Piping I U AD 24) VT (Rough) Rough HVAC O V T Final Zoning ! Firepl c b PA )?,q, ~Rpt~l ` 4,A& ~ ~ 0 ` lk Nil Zoning Rough 1c4~ jy !0,; M, Occupancy 1 L 44 Framing t 3,;~ I~Pt iy r r CITY OF DUBLIN Dublin, Ser Rings Road Ohio 3016-1236 Building Standards Phone: V/TDD 614/410-4670 Inspection Line: 614/410-4680 Fax: 614/761-6566 1 Address: r' i Permit No.: CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201091 Date 4/09/08 Revision number . . . . . . . 1 Property Address . . . . . . 6703 COOPERSTONE DR Parcel Number: - Alternate Address: GREYSTONE MEWS #74 Application type description RES 2 FAMILY DWELLINGS Property owner . . . . . . . Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . PERMIT EXT TO 9-30-2008 Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 7/27/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW 280.00 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER 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 Page 2 Application Number . . . . . 06-00201091 Date 4/09/08 Revision number . . . . . . . 1 Special Notes and Comments Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. Fee summary Charged Paid Credited Due Permit Fee Total 420.00 420.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 420.00 420.00 .00 .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 Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 SHOWCASE HOMES 3 EASTON OVAL #240 COLUMBUS, OH 43219 March 17, 2008 RE: Building Permit Nearing Expiration Application Number: 06-201091 Address: 6703 COOPERSTONE DR Project Description: Dear SHOWCASE HOMES: The Building Standards Division records indicate that the above-mentioned permit will expire on March 15, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. 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, 1 r~. 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 SHOWCASE HOMES 3 EASTON OVAL #240 COLUMBUS, OH 43219 June 05, 2007 RE: Building Permit Nearing Expiration Application Number: Q5-2, 0iQ9i Address: 6-7o3 COOPERSTONE DR Project Description: Dear SHOWCASE HOMES: The Building Standards Division records indicate that the above-mentioned permit will expire on July 30, 2007 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. 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, CA~L~ Jeffrey Tyler Chief Building Official CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Division of Engineering 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: Site: (Provide etail Plot Plan of Lot) 1x Lot No: Application No: b- oR0 / 0q1 Subdivision: PLEASE DO NOT MARK BELOW THIS LINE `to Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy f~/''?1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? ll. 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 ?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 Inspection must be approved prior to requelting an Occupancy Inspection by the Building DI ision. Inspector: Date. 0 -7 Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP lngummomw A J FOR: M4 HQUES SHOWCASE HOUSE STYLE.• IAGWN PARCEL NO. N/A LOT NO.: 7J & 74 ADDRESS: 670J Q 6707 COOPERSAWE ORW SUBDIWSION: CREYSTCIME MEWS CITY OF _OWN COUNTY OF FRANKLIN P.B. 106 PO 93-94 ORDER NO. 62606 FLOOD ZONE. X COMMUNITY PANEL: J9049C PAGE-0125H DATE' J116104 RESERVE °E° P I GOOSED WALK 7V PROPOSED WALK 11C=8729 54 ~ Z --L-SA 62'_~ SCALE 1' = Zo' 3,60• 30.38 28.00' ^ 128.00' 1.46' m o 20 10 0 20 bo'29'8501 2.25 10.0 If PORCH $ $ 12'8)L N $ $P44 ^ 11.83' 8.33' M92' Q`/ ^ 16.38' 8 1 96' PORCH p~~{ 6.67' 96J' ea m m _ ^ 10.42'q E. 9.58 NOTE: 11.5 BUILDER TO PROVIDE EROSION N m 9, AND SEDIMENT CONTROL DURING ro -a 1 m ALL PHASE OF CONSTRUCTION. I rom r m FF=879.46 72 TOW-878.33 ° 1\ m 815. J ~ BSNT.=869.99 75 B \ w 12.00' n _ro 8.25' UNIT SEPARATION LINE w (SE PAnO n 9.17' T PATIO (USED AS REFERANCE ONLY) (0 Tq/L; `b I PATIO .F (SEE DETAIL WI (SEE DETAIL PATIO BELOW) 8 I BELOW) ° 73 74 < (SEE DETAI o - 9 25. BELOW) c~ We hereby certify that the forgoing PLOT PLAN eae prepered 8.25' from information provided by the client and data obtained from q h an engineered subdviswn plop. The plot plan is to be used by 12.00' 9.17' the CLIENT far the sole purpose of obtaining a BUILDING PERMIT. ( r The use of the plot plan for my other purpose is strictly j / prohibited. M. m 16 THIS SPACE PROVIDED FCR ZONING OFFICER CWLY GARAGE REWIRES 8' ESMT. ADDITIONAL S1EP5 APPROIED ~ ^a r FOR BIBLDINC 73 N o h DATE m I r. n _ y B .2 50.84' 8766 m m 877.1 4 48.83' 34.00' 28.O L m ;d~ c' 28.00' 9 8757 0 876J 16' DRIVE b52X 16' DRIVE 16' DRIVE 1 32' EASEMENT 8% SLOPE 8X SLOPE 6.2% SLOPE E 57MY LANE 28.00 8756 34.00' 28.00' 676.5 28.00' _ _I- - - - - - - - - - - - - - T T _ - - - MAINTAIN FENCE 6' SCREEN ALL UTILITIES AWAY FROM WINDOWS FENCE SUPPORT FACER UNIT 73 /VIED. UNIT 74 /VIED. Lot.. 4402 SO Fr. Lor 2800 50 FT. UA7r 2,111 $0. Fr. UAyR 1,664 S0. Fr JR PATIF..• 621 X CObERACL:' 594 X COWN& g CONCRE% . PATIO 6' HQCH J M S MAINTAN FENCE 6' M. AWAY FROM WINDOWS P RSALL T 840 a :'per 3 PATIO - ENLARGEMENT PLAN'' 2STE¢. 7 NOT TO SCALE PR ONAC SURIP DATE REVISIONS DA 1E PREPARED BY.• LOT NO. 7J 8 74 REHSEO GRADING 7124106 © A~9 NO 2005-5080 LVA AS-BU/CT LOT GRADES - 11P 7/18/07 MANN BY DM Evam, Mectnvart, Hamdeton Q man. Inc. GYro(L77 BY ILP Building Services SCALE I' = 20' 5500 New Ala., Rood. Ca bu[. OH e30N PHane' 611i)SAUO ro.: cu.nasev DAIS 7/7~06 C % % O:WRaECW00550WDWG12005-5080.dn.711NO07 3:18:20 PM, TINA SA ~ti 0 O Q( C SA~ 3Q ¢ `n 1-- 1- r 621 114,/ vQZiz 3I 3I ~__j ~0 Q>I IQ> 2? I I`~jz ~ ~ z o M h z cn SCALE: 1" = 20', ¢4 ^ 3 ~ , .30.38 28.00' h - 46 ao 00 N Tq w I 10 0 20 2.29'8.50' ?.25, 10.0' 0 17.05' g 1 • PORCH 2 1.92' 12' BBL to PORCy ^ ° N 16.38' 011.83' 1 96' 8.33' M PORCH h POF Lri 8,67' ~ q' m r- 10.42'a Em- - NOTE: 11.5 It ~ 9' BUILDER TO PROVIDE EROSION ^ AND SEDIMENT CONTROL DURING o h N 10 9' °o In ALL PHASE OF CONSTRUCTION. q,^ rn , 71~L v' FF=879.46 Lq N TOW=878.33 M 00 8.25. ~ BSMT.=869.99 a by d oo-- 12.00' I °o ai 8.i UNIT SEPARATION LINE a (S f PATIO 9.17' (USED AS REFERANCE ONLY) SFL~ r4k 47 PATIO ^ PATIO (SEE PATIC DE' (S BELOW) IL ^ 73 74 1 SEE DETAI o 9 825. h ( BELOW) o certify that the forgoing PLOT PLAN was prepared 0 A,6 O 8.: lotion provided by the client and data obtained from '0 ~ 12.00' ~ - red subdivision plan. This plot plan is to be used by ° 9.17' for the sole purpose of obtaining a BUILDING PERMIT. q~ of the plot plan for any other purpose is strictly p prohibited. o U? ~ co 00 DACE PRO 1490 FOR ZONING OFFICER ONL Y rn M L6 GARAGE REQUIRES 8' ESMT. ^ ADDITIONAL STEPS 0 ^ ^ r FOR BUILDING 73 0 o,------ 876.2 50.84' 876.6 d ~ 'n o ~ 10 0 48.83' (61 Z_ 34.00' 28.O L 9 875.7 0 876.3 16' DRIVE 1D X1.52% 16' DRIVE 16' DRIV 32' EASEMENT 8% SLOPE 8% SLOPE E% SL STEELE LANE ~ 28.00' 8756 34.00' 28.00' 876.5 - - - - - - - - - - - - - - - - - - - - - - T - 7--SCREEN ALL UTILITIES IS FENCE SUPPORT FACER UNIT 73 INFO. UNIT 74 /NF( LOT 3,402 50 FT. LOT. 2800 SG d ° UNIT 2,111 SO. FT. UNIT 1,664 SG CE DIVIDER . ° 00V£RAGE:• 62.1 X COWRAGE- 59.4 X d e' ° ICRETE to d ATIO ° 2 < < d ° a d. -7-CONCRETE a . ITING BED a d PATIO ° ° ad. - `,111111/1g/q~, 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 . . . . . 06-00201091 Date 6/19/07 Revision number . . . . . . . 1 Property Address . . . . . . 6703 COOPERSTONE DR Parcel Number: - Alternate Address: GREYSTONE MEWS #74 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . PERMIT EXT TO 1/30/08 Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 7/27/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW 280.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . PERMIT EXT TO 1/30/08 Permit Fee . . . . 190.00 Plan Check Fee .00 Issue Date . . . . 7/27/06 Valuation . . . . 0 Expiration Date . . 7/30/07 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 20.0000 RES HVAC 140.00 Permit . . . . . . PLUMBING PERMIT Additional desc . . PERMIT EXT TO 1/30/08 Permit Fee . . . 300.00 Plan Check Fee .00 Issue Date . . . . 8/28/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 25.00 10.0000 EA RES PLUMBING >1 FIXTURE 250.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . PERMIT EXT TO 1/30/08 Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 10/18/06 Valuation . . . . 0 Expiration Date . . 7/30/07 Qty Unit Charge Per Extension 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 . . . . . 06-00201091 Date 6/19/07 Revision number . . . . . . . 1 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 20.0000 RES ELECTRICAL SERVICE 140.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . PERMIT EXT TO 1/30/08 Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date . . . . 7/27/06 Valuation . . . . 0 Expiration Date . . 7/30/07 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 10.0000 RES ELECTRICAL LOW VOLTAGE 70.00 Permit . . . . . . WATER PERMIT Additional desc . PERMIT EXT TO 1/30/08 Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . 7/27/06 Valuation . . . . 0 Expiration Date . . 7/30/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 3 Application Number . . . . . 06-00201091 Date 6/19/07 Revision number . . . . . . . 1 Special Notes and Comments Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. Fee summary Charged Paid Credited Due Permit Fee Total 2800.00 2800.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 2800.00 2800.00 .00 .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 PERMIT NUMBER__ c201091 Issued in Ohio Under Authority of J a _ LT~Aj c 0 Auditors Taxing District 273 Parcel Number 12063 t Address of Property 6703 COOPERSTONE DRIVE o. 0 a, Subdivision GREYSTONE MEWS Lot 74 Applicants Name Crystal Stair Phone Number (614) 418-8831 Email Address cstair@Mlhomes Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes y Address 3 Easton Oval #240 Columbus, Ohio 43219 c Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 DBA: Showcase Homes a d Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Family Residential Improvement Cost $320,000.00 Number of Bedrooms 3 Heating Fuel Natural Gas Number of Gas Appliances 6 Per Unit Number of Baths 2 full 1 half Sewage Disposal Public Garage Type Attached Building Height 34 Water Supply Public Number Car Garage 2 c Building Zoning Unfinished Basement 924 t?2V Lot Area 2800 Finished Basement 0 Total % Occupied by Structure 59 Lower Level 0 Front Setback 12.1 1st Floor 1211 /210 Rear Setback 6.0 2nd Floor 1440 / IVY* Right Setback 0 a po", 3rd Floor 0 Left Setback 5.5 Other 0 Lot Width at Building Line 28.0 Garage 458 81CO Deck/Screened In Porch 0 Zoning District PDR Gross Square Feet 4033 Existing Use of Property vacant lot Building Area at Ground Level Living Area 2651 Flood Plain YES NO ~ Ir [ ~ SERARA'E OWNER~CIVIC ASSOCIATION REVIEW o AND APPROVAL MAY BE REQUIRED BY DEED Z APPLICANT +S RESPONSIBLE FOR COMPLIANCE A "d k', A{=Pti(AfkRE` TiVE CONVENANIiS E:) Dt Excavator License Number Fee Schedule c 0 Plumbing License Number Initial Electric License Number Occupancy w HVAC License Number Footage Fireplace License Number Zoning 0 U This section only to be filled out if required by Jurisdiction. A WAddtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam q 4 State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping a C specifications submitted herewith, and certify that the information and statements give n this application, n. , drawings and specifications are to the best of the' owledge, true Ad ect. Olher Q un Signature of Applicant Total Date Received 0-7.25 Date Received Date Received a~ y Date Approv Date Approved 7 ` 2 2 V (r Date Approved O FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT #C~o 2D1 Qz9 f SUBDIVISION NAME 1Y~'«-t-~~~" ? BUILDER'S NAM'1~1.~~ ^ E`_ PHASE SECTIONS LOT #7-4 CONTACT PERSON CURRENT ZONING TELEPHONE # PLAT RECORDED >_~EW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid A proved/NA ? Disapproved I Subdivision, Section and Lot Number Shown Approved/NA ? Disapproved ~~ll Street Name and R/W Dimensions Shown Approved/NA ? Disapproved Scale and North Arrow Shown ( Approved/NA ? Disapproved (,l Property Line Bearings and Distances Shown A proved/NA ? Disapproved Building Lines Shown and Dimensioned _ proved/NA ? Disapproved All Easements Shown and Dimensioned proved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned Approved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum ~2 ) Approved/NA ? Disapproved Side Yards Verified (Minimum Combj MDBS 10 ) Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ) A proved/NA ? Disapproved i Lot Frontage Confirmed or per Recorded r Plat (Minimu~~ pproved/NA ? Disapproved Recorded Plat Information Verified by L-K u~ Date672-4•CED A proved/NA ? Disapproved Building Footprint Shown and Dimensioned roved/NA ? Disapproved ll~ Building Footprint Matches Plans Submitted (Include Reverse Layout) Approved/NA ? Disapproved I~ Bay Windows, Cantilevered Portions of Buildings Shown pproved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned proved/NA ? Disapproved Air Conditioning Units Shown ! proved/NA ? Disapproved Accessory Structures Shown and Dimensioned Approved/NA ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) Approv~Al ? Disapproved No Encroachments Shown ~Approved/NA ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 Approved/NA ? Disapproved Sidewalks Required Shown pproved/NA ? Disapproved Tree Protection Required Shown pproved/NA ? Disapproved Street Trees Required G~ Shown V-J C) Approved/NA ? Disapproved Minimum Caliper 2'/z-Inch pproved/NA ? Disapproved Yard Trees Required on All Street Frontages Shown ~--i 90-Foot Frontage or Greater -Minimum 3 Yard Trees Required Approvee ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required proved/NA ? Disapproved Minimum Caliper 2'/2-Inch pproved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot Approved/NA ? Disapproved Located Within the Minimum Front Setback Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ! Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation A prov ? Disapproved Chimney Extends Beyond the Eave Line Approve ? Disapproved Required Material - Brick Stone Stucco Approve A . Disapproved Foundation Material - Two Materials Maximum Brick Stone Decorative Block Approved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) rove A j? Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property Line) Door Opening Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet prove A J ? Disapproved Combined Garage Door Openings - Maximum 26 Feet rov ? Disapproved Any Garage Door - Maximum Height 9 Feet Approve A % ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be In luded ' the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent rove Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent prove ? Disapproved Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet A prove ) ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet - Approve J ? Disapproved Required Projection Between Doors - Minimum 16 Inches rove A ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color `H Approved/NA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color pproved./NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 Approved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year VApproved/NA ? Disapproved Metal Slate Tile Wood ( Approv A ] Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles ~Approved/NA ? Disapproved ,y Minimum Weight 240 Lbs/Square 0Approved/NA ? Disapproved Exposure Length - Maximum 5%-Inch, ! ~ D ~pproved/NA ? Disapproved Color - \J1 `U Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches Approve A ? Disapproved Water Table - On Front Elevation ve A ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year Approved/NA ? Disapproved Three Materials Maximum per Major Facade pproved/NA ? Disapproved Bric Cultured Sto e _ Fibrous Cement )Glass Block Stone Stucco Vinyl** Wood Board Exterior Material an Inside Corner R Minimum 2-Foot Wrap Outside Corn roved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3 `/z-Inch Wide Corner Trim Boar s Approve ~AD Disapproved 2 Windows - Trim OR Shutters Required ~><Approved/NA ? Disapproved Trim Minimum Width 3'/2-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND 1 proved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements Approved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every S Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND i proved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. ApI roved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Named Approved/NA ? Disapproved BUILDING PERMIT Xpproved ? Disapproved COMMENTS: REVIEWED BY L KACC7 DATE T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODEMOC (Rev. August 2, 2005) 3 AUG-07-06 11:41AM FROM-M/1 Homes Research & Design 61441BB373 T-734 P.001/002 F-284 0 to h, 0(n MCI HOMES www.mrwihomes.com August 7, 2006 Mr. Brian O'Reilly Post-it' Fax Note 7671 7 t)ate 10'ages of Showcase Division L MII Schottenstein Homes, Inc. Tc A O From 3 Easton Oval, Suite 240 coMept. co. Columbus, OH 43219 Phone it Phone k 1 1 Pax it ~ Fex tF RE: "Laggen " Model Lot #GM 73&74 Greystone Mews. Brian: Per your request I have made the walk thru revisions to the above referenced project. The following structural revisions were made: 1. To relocate the basement door of side B, the stairs to the basement level were revised and a 3" round steel post with a 24"x24"x12" concrete footing was added per the attached sketch. Along with the above structural revisions, there were a significant amount of floor plan and elevation revisions made. Therefore I recommend complete revised sets be resubmitted to the local building authority for their review as soon as possible. Please call if you have any questions, or if additional information is required. Sincerely, Je ' ey A. Pierce chitect JEFFREY ALVIN cc: George Boury Tn PI 8299 Crystal Stair Joe Martin ~40 D x r Easton Oval, Sui to 410 Columbus, Ohio 4 219.614/41$ M00 a 614/41 M373 rax Listed on the New York Stork Exchange. 08/07/2006 MON 12:03 [TX/RX NO 5692] [a 001 17'_3.' o L-U Ln N c U) ° Q3&'74 a - va v~ 05/27/0£ 4" CONC.. SLAB OVER DN ~,,0 4" GRAVEL BASE rev 8/07/06 3 f L CRS. t l Ln 131- D" 12" BLOCK LUG i i OUT Eg TOP CRS, m FOR PORCH SLAB 3" O.D. ADJ. STEEL) COLUMN (11 gal ADD 9 1/2" ON 24"x24"x12" SHROED AREA UP 1/2 CRS. Act v POURED CONC. FTG. FOR SLAB SUPPORT. NOT p i REO D IF BRICK PORCH. ! m BRS MENT_ IL - - 13 1/2" CONC. 5L OVER ! VAPOR BAR R AND DN O N 4" Gil BA5F- 1 CRS. i i 4 cn I 3 1/2" O.D. ADJ. STEEL i COLUMN (SCHED. 40) ON X i N 44"x44"44" POURED o CONC. FTG. w 3 ~ i CO - / SUMP PUMP i 4 x Yom- LOC. MAY VARY -g. i ~ x ~ o 13'-4" DN i = p CRS. - I CRS. - - - - - - - T ° - - - - , NOTE.' BATH RDUGH-INS INCLUDE PLUMBING ONLY. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 10// 06 - n Application No. " acc I Oil ' Date APPLICATION FOR ELECTRICAL PERMIT Job Address G _~0_~ ('00pz1S761te Dr Parcel No Subdivision (rt y SjDhe M ew S Lot No. Owner Name 'S ' (Csa I ' om qS Telephone Contractor Name, ±Se0 o STelephone r b^ a'y Contractor Address S w i ~ U ~e Dublin Registration No. Residential: ~Oa~ New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. `S 00 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 $ /So( 00 JOB DESCRIPTION / J_fL4J C 6 A 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 Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any proof said laws Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 THIS TMG PREPARED FROX ciomrER ]RFUT .(LOADS 8 OINENS]aNS (66090-15LSH73U4 : - Lot 13/74 Greystone Mews F1 30'4"B Common) ) SuBR]TTEO Fly TRUSS.R. Top chord 2x4 SPF1/ 2 90 /D h wind, 2 :$o 5.61 ft Wean 4t, p - ASCE 7-02, CLOSEO bldg, Located. x• - chord Zx4 SPF: ¢¢1/ 2 anywhere -in -roof; C AT [i,. QP C, Wind iC QL-6.0 psf, wind BC DL'. Web! 2x4 SPF' SIud' -or SP 3--:13 W4,- W5 2X4' SPF W-1jff2: psf : L 't _ S)1 der 2x6 IIFM J1-/ 2: BLOCK LENGTH 2, 060 '.,.Rt =S1.1tle- r -2~t8 HF.fi 1/ 2 .B.LOCIL.LEtiGTN 2:388'- ;;_:.`-r N1nd reactions based on MWFRS pre-ssur.es. -:elj -of x (A) ::Gonti_nuouk lgteral:.hracto 99-.equaaa ' tural P a .1 -A6 s us-el Pur.lins tobr.ace all -flat rC- @-24 3 OC.. M6-ttowcliord checked: ror -addi-tional`20=psf lfn' Toad .in areas >?it6. - - `'4r hIgh -x'24'. w1 de clearance. . . . . rn U - efTectron -meets L/360 live and-.t/240 total load: ''Truss designed-for unbalanced-snow-ladd using 0.00 windward factor and 3- 3- . 1,50: leeward factor. rn 77 5X8s X84-1 3X5 3•X5 to x I 3XS%-- m ! _ _ 13 (A) W5 co - , . ..r to r 1 - -0 rn i 5@ 3X CY) 3X W 0 11.1 1'-1-15 3X5 E3 2X411 - 5X>- 3X5 2X4111 4.X6 (E3) o L.... 3X8 (E3) III 3X12 (E3) III - N 30 Oyer -4.4. 2. Suppor. R=17.27 U-222 N-3E5"' -R -1627:0. • c ` Oesi Qn U1 t. - TPI - 2002 (STO~ ~tiltl~~1 : t PL:T :TYP.. WAVE C q RFA : 1 00 25 2 5.: -Sc le :2 10 0 ' 7 __:2"=jFt: a ` - - - "•YARB7 N6"" IAUSSES RELY IRC CTYIENE CANE TA fA111 [CAfIM. Ig11E1 [AU,• SNLf9inc. [NSTALLfMi /110 ORACI N6, } KI£R TD BLSJ•T-OJ (BUILDING CIW'•IEIFAT WErV LNEORIULTICN). Pat. ISIIEB RV TPI (TRUSS PLATE INSTITUTE. Sal . '••~~L R - x:.- - - 6•NAOFRIO Ofl-'SU1fC.YDO, MDLfON, YI .13TL91 MB YCCA emp Ems CDGNEIL 1i ANERLG. 0300 EDTCAPRJSE LN, © OMLL' 1 1 25 , 0 PSF 7MILSON, Yl WYI9) RER SAFSTY tnACT[CFS IR IOR TO P_EI}UINI10 TNFS~ FWICf I-0ilf. INLE55 oTIF.AI(I S£ jAD[GEEU. 1U • - T REF 1~ , 3 019 ' - :TOI OIOIIB SIBLI llAVl' -N101EAU.TJIlTACICb STRIICTIRAI PAAEI[ AMD 1lDTNN [iIDiRR SIBIL 1AVE'A PROPERLY ATfAGEO y TC DL- 10.0'-PST - QA-T-E. R5-10%Z-7/06 - AMID CEILING. •[MPbATA?]T'+rNielSN A OOpI-pF THIS DE 5161 M-YlE IWTALLAT[0N CpliR[J:TO-R. - AIPIIIEFNi[AF.ERED qr C BC. DL- .-10.0 PSF..QR)!i A]OIISR2S13 06300052'. - ALPINE.. rMlluiiCEn:cGIrulNAlcr YITry Bi EESEOPSTFAfBIGItANCEVIO[NIFEGR BUILD T1W'- L 3Q~i1 B.c 'L TRU$SEf. Q , d PSF MO ENG BAF RAF - - _ _ - BES30N CD,1,!CM N[TJF bFVC.AUL£- PRDY[S/JGryiOF 0QS- 40411 0[ AL, DESICY. SPEC.A AfiPA). D, T[I: - ALPINE' SEQfI Or~- OON CL01- AJpS ARE Oj.pO/LYJI£ C(- 01'. lU51N). AiTM M53 DIAiC 40160 N. RNIP D. STEEL. A[PLT b TOT - / TO EACR TAE OF't $S.AND. LNI [ GTNEAI E LOCALEA Na THIS SI PA. POS[TEOP M [ e) SO - _ : ....0Y B PER L D. 45..0 PV . ~ . 998,6-6 i-; - - - MY IYEvECl[p1 OF PCATES FOLLONEO 1 SWLL~C PEa A1NFT'A] iF iPTt ~ IiASEAl M flits pij1e l'i~trnir.pf~_ ~A,.(O ~C• ~pIAWIW [NDCCAT[S-AOCEPTAMCCUF:PRDF[SS10NL1 LN9LNEFN_I1d flF,SPPS3[BJCF Ty SOLE SOLEL SEC.Y-3. FQl [ E RJUSS: W)IWNI DT.. • _ _ PLA s ONSlB[LLN WE ' 15. FR M. P - -GBJTtl C1' SDiTAiI LIT/ AND ONE 0f fill -C FOR AN/ LO IAI ISYBE J;.... - •l~ MQ6 43 - IIT -ouI OEf P ONPGXF 1 . 8 SLLBLAi 01410NFR /r:A MSIJ LPL LSEG. -Z: LlREF~. _1T1.r 51;3203- t " - THIS 04G PREPARED fRON COWUTER ENPUF (LIVS L DIMENSIONS) SU8NITTE08Y TRUSS MFR. (R64080-/SLSHt-3U4 Lot 73/74 Greystone Mews F2 30'q8 Cominarl) -Top chord 2x4 SPF 811.2 90 mph wind,'26.00 ft-mean h§ t,. ASCE 7-02, CLOSED:bI-dg., Located Got chord 2x4 'SPF 1/2 anyw ere in roof, CAT 11, EXP C, wl.nd TC DL=5.0 psf,'-wind BC D1=5.0 Y. Wibs."2'x4 SPF Stud or 'SP ff3 :W-3-, 'W1 * W5 2x4 SPF -#11§2: psf. L t Sli der. 2x6 HF11 f112. BLOCK L.ENGTH_ - _.2.080' S.:ltr 2x8_ HFti2_:.DLOCK LE11"G7}I_ --.-2.1-88.' Wind. r.ea.c.tions based On.,M41FRS-pressures,. ~V= (A~' Continuaus._ laleral'.bracfhg _e Qua'l:l.y _spaced":on:member. I lieu; d c p of _s.tr.uctut,31'' 040:e1s. 0 se. pu,01,i.ns to .6 -aee :a1:1 f Ta t..TC- @ -24 OC.. `Bottaar: chord checked for additional 20 Psf- live load- In .areas`xith. ,.9:201Fii'gh:z 24" wfde c'lear3nce. rn r.- 0eflect.ion meets L)360.1.1ve:and / 240 total )bad. a- 1r.uss designed for-unb-alanced snow load usfng-0:00 windward factor and' 1.50 leeward factor. -,T 5X8 51i84z~r T 10 r 10 x 3X5# 3X5* W3 - W5. o (A) " w 11 0 rn 3X8 M (A) u (A) 0- A k0h ~y 1 11 :15 _ - 2X4111 5X = gam. 3 ro'a. o 3 - 3X'5 X "'2X4Ilf~': 4-X 3X8-(E3) III z. - . r ..,_,1.:.::- ~'..~:(a'~ 5:.1.g~-- : I -:.1:1, 9 ,1 d , a ( - E 30-.4 ..0ver-.2 -511 o is 1 _ -1626 U-226 R. -1627 226 De_Si.gn Grit: TPI-2002(STD,):.. :PL.T TYP.. WAVE' G 'RT°1'.00 '1-. 25 10.0 7.2b: OH/.- /1-11 R Scale- =.2" F't. ' -IfARXENift- TLOSSES REaUERE EXIIIEIIE CME IN EMR(JRTIaR, 1111111-1110.'' 3„IPPF„6,.14 STALE 114 ALAI IRACIIO_ T w. TC LL 25 .0 PSF' 1£FE1 TO OCSI 101 (WI[BIAO IDNIYNEXT SAFETY IIFO„il1TL01), wBIISUED AY TVi [)BUSS MTC IASTITITE,'68T , REF R2513.- 34020 ND RI SW It) Ole O'INAFLLU DN..'SUIFI'gIBSAfCTY1PRACT~C[S AREa4AT0 PEII'dINfNN 7NESf f111CfIG15` ~MLFlS•a1NEfIXl3[EM SI LO, '1w r 100154N NI SI ) I f~ yy TOP CHORD MALL HAVE PRAIKALY ATfAMED-STRICTURAL PMFLS IA01IDfTON'CuaRD ilk NAYS A PABIEIli1' ATF ACIIEU TC DL ' 10. O 'PSF" "'DATE' LO/'27/06 W _ LI - IL 1X6. r R11YAH /r~ I •1 ' ' ' - - - IMP ORTAM7-.- 11AA rLN'A oSPY dr rNli v is) (ST fa" rd TIE"-ASfAltAflON-oON7RAff - " 'ALP1AE EA ' ' ' -114 Dl. 1 O. D p$F DRW MOUSR2513.06300D53 OEAEERED . • riamr3. flit.' SAALL NOT OF RESPONSIBLE For ANY uEY IATLaB FROM YH63 UESCON; ANY FAILURI III BUILD MC ALRIIEE r11ISSINCDIpGQWVENETITPE; '''.*Ar4WICA11101 111101,1„6alJIFFIV;FN;TASLJAO'LISLA4 DOiTRASSES.'r 47~' BC: LL OATSF, MO-ENG BAF/BAF aES 10N 0111QT„ AT CAOLF PRa S14111'W ID OIAfI NAL -[3414 , B - 1 A„ . , f ll Y3 S _ a 9 AFAPA 1 LPJ„C COAKCf011'PEATES ARL74DENOF: 90119) 140A d.n S1N) AS1X AdEO BYADC.0160: 4,'A)11,5j'0A14: STEEL. APFRI" 17• ' - ' PLATES TO. EAON FACE OF.YA SSA : UNLESS a- EARLS[ ach Qp THIS .CESIO , FGStTIM TO ORM AaS}4M'4. !s~~+~$ ,Er. TOT, LO.: 45.0 P5~ SEQN- 99970 'AVI IINSPECTION Of KAM fOLLONED:BY 11)-%PALL of FEL AANEYAS '1F MEI-20D8'SEC.3. : ' A;I" ON TAIS _~~~7 ct ~ _ 07AYI B6-IIO1GTFi .ACLEpfADCC'9F-IRDFCSSSaN1iL EHSI FEERI?IF RFSPa1S101LI1Y 'SOLELY-FM~rw LRISS glli EXI ..-FROM.. PIJ/+ A> a':r:,.= p(IhC. PtLYIIECbb 1RG OJS[OF'NIIXL'' THE SUIffBLLIfY AND NEE aI'TBIb ODXINIr1T rdi MY 1u1101A0"[S TILE RFIFaXSleillTl'x-rNE OUR-._FAC. 1:.15.. 1'I lYE7 A~ttli'Ci 'itHQ63rf45' 1 - - : - BIIL0INN.IESINA ICA AUSI/LPI L SEC. 1; R: Ef~+ r .1:17 '1.T..5 3. . .2 Z0.k 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. D (O - 0)0 9 J Date ) New ? Remodel Residential ? 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 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 6~10' (ADO 24Li~4aa_ 2)r iyy Parcel No. Subdivision/Project Name ,14 'r ? Lot No. _ .17T Owner's Name Z~/7caie_ ~&66 Telephone 6/6/, Contractor's Name Ct Dn ~ tL pop% 4/12 Tfia. Telephone yg/''10Os Contractor's Address 6_&0V z_L Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? .x,1131 -~A How far distant from any dwelling, well or cistern is the sewage tank? N ~r9 It What is the size of the main drain? Of what materials do the vent pipes consist? ve, Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER 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: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 yli~ -Number of remaining fixtures X $10.00 = $ A M0 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $,M00 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 Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division 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 Application Number . . . . . 06-00201091 Date 8/25/06 Revision number . . . . . . . 1 Property Address . . . . . . 6703 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #74 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 300.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 25.00 10.0000 EA RES PLUMBING >1 FIXTURE 250.00 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER 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 . . . . . 06-00201091 Date 8/25/06 Revision number . . . . . . . 1 Special Notes and Comments Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. Fee summary Charged Paid Credited Due Permit Fee Total 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 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 Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201091 Date 7/27/06 Property Address . . . . . . 6703 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #74 Application type description RES 2 FAMILY DWELLINGS Property owner . . . . . . . Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . 420.00 Plan Check Fee .00 Issue Date . . . . 1_;2q_0(99 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW 280.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 190.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/23/07 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 20.0000 RES HVAC 140.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/23/07 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 10.0000 RES ELECTRICAL LOW VOLTAGE 70.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/23/07 Qty Unit Charge Per Extension 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 . . . . . 06-00201091 Date 7/27/06 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/23/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. Other Fees . . . . . . . . . RES BLDG INSPECTION 360.00 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 Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 06-00201091 Date 7/27/06 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due Permit Fee Total 2390.00 .00 .00 2390.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5334.00 .00 .00 5334.00 Grand Total 7724.00 .00 .00 7724.00 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. PERMIT NUMBER: CITY OF DUBLIN 0~ - 20 o 1 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 7 Reviewer: Address: Date: 670-7 01.2 5 d C~ ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a 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. f 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 sidewalk/bike 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 Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: 3 g04q(_0 12(o h Effective Date: 03 • I (A 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. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: R (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. r ENERGY CODE INSPECTION CHECKLIST ~(s ~~O~d9?I Date: March 06, 2006 Rating No.: -Home Modeled Worse Case- Building Name: Laggen Unit $ Rating Org.: Cornerstone Energy Owners Name: Laggen Unit 2 Homeowner Phone No.: 614-351-1439 Property Various Raters Name: Chris Patterson Address: Various, OH Rater's No.: 06-02 Builders Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Laggen Unit 2.blg Rating Date: Building Information: Conditioned Area (sq ft): 4858 Conditioned Volume (cubic ft): 44966 Insulated Shell Area (sq ft): 6938 The items below will be inspected for energy code 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. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (1663 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2200 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R13 (2x4 16oc) (1216 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location [ ] 3. Wall: R13 (2x4 16oc) (230 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 REM/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 Laggen Unit 2 Page 2 Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.18 [ ] 1. Window: U-0.36 SHG-0.43 (207 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 (57 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: North Comments/Location 3. Window: U-0.36 SHG-0.43 (33 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location [ ] 4. Window: U-0.36 SHG-0.43 (128 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., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location [ ] 6. 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 Doors: 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 Laggen Unit 2 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/Location Frame Floors: [ J 1. Floor: R19 (2x10 16oc) (328 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 Comments/Location Foundation Walls: [ j 1. Wall: R5 8B GrdeDown (766 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 Comments/Location [ ] 2. Wall: R5 8B GrdeDown (200 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: [ ] 1. Slab: Uninsulated (1335 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: [ ] 1. Joist: 1 st/2nd Flr (108 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location 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 Laggen Unit 2 Page 4 [ ] 2. Joist: 1st/2nd Flr (193 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location [ ] 3. Joist: 1st/2nd Buff (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd 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. [ ] 2. Cooling: Air conditioner, Electric, 10.0 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-tight 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. [ ] 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. © 1985-2005 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Laggen Unit 2 Page 5 Duct Insulation: [ j Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned 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 ducts. 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 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 Laggen Unit 2 Page 6 NOTES 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. 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Date: March 06, 2006 Rating No.: -Home Modeled Worse Case-' Building Name: Laggen Unit 2 Rating Org.: Cornerstone Energy Owners Name: Laggen Unit 2 Homeowner Phone No.: 614-351-1439 Property Various Raters Name: Chris Patterson Address: Various, OH Raters No.: 06-02 Builders Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Laggen Unit 2.blg Rating Date: Annual Energy Consumption (MMBtu) 2003 IECC As Designed Heating: 85.4 692 Cooling: 18.3 8.0 Water Heating: 23.9 20.5 Lights and Appliances: 52.4 52.4 Photovoltaics: 0.0 0.0 Total: 180.0 150.1 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 fact, this home surpasses the requirements by 16.6%. Design consumption is based on the following: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.18 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. 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. 08/16/2006 WED 11:54 FAX 614 775 4801 U002/002 PLAY-24-2006 09:31 PM BRYAN.o'7..SHOWCASE 1614 529 0325 P.02 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Ling; (614) 410,4680 Application Number; O( 7~Dld SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, 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 firstfioor 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)). P!M!W 1YWY-5'howG'~Se- ~iYtCS .Subdivision: ~~~e rye ~S Lot Number: 74 Address: ?03 ~,oEe5 7y&6 p,fe it/z Approved Foundation Elevation 87S • 3 3 Feet above mean sea level. Actual Top of Foundation 878-Feet above mean see[ level. OF 0 Professional Seal: JAMES O a4 pl/7'_40V M. = S ature of Surveyor PEARSALL = v 7840 a :'off G :W-1 ISTE AL S~ Date r This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. ERC*V8ur49y 02.N14 08/16/2006 WED 11:45 [TX/RX NO 59771 Q1002 1 HANGERS PROVIDED DIMENSIONS ARE IN BY OTHERS. FEET-INCHES-SIXTEENTHS 30 B" I in = LL O 1'l0" N w N U T LO LL .s.. K2 f K3 Q P- I -T LL N K4 a K L K d • N K7 CD G-GIR U N ~ Z LD Lo Lu 3 PLY GIRDERS N lo° ¢ D~ J GIR ]'z _I o- 0 CC o o a) m 11" C-0 d 0)O - ao-7 U to 35'}~ 30' o-1o 82"1" ) j o j ALL UPLIFT TIES TO BE R SINGLE SIMPSON H2.5R AT EACH END EXCEPT AS NOTED: JDB ND: 4 - H2.5R (R-GIR) 065916 2 - MTS12 (D-GIR) 2 - MTS12 (E-GIR) PAGE ND: OV b 1 DF 1 .s HRNGERS PROVIDED DIMENSIONS RRE IN BY OTHERS. FEET-INCHES-SIXTEENTHS I- 19 • 114' 14* 30'B" ~-II cD 0 9 N N e CD ~ W L + IL M R2 O Ln r (V O L Q Cr O 0 - W + D CL -u 0 O 00 Z UND LLJ CD L7 - O) N ~ O EDD J CL O 10' CC LU O O W - - C-0 MID a-0 - `7 11" -0 N L O W 0-im 0 d -0 35' 16' 3D' JOB N0= 0659160 PAGE N0: 1 OF 1 Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 3449121 Page 1 of 1 Document ID: ISV72513ZO303142949 Truss Fabricator: Luaberoraft Transmitted From: ck I i erdstra i tend I a".OOM Job Identification: Q65M16-/SLSN Fill in later, ON Model Code: Truss Criteria: ANSI/?PI-2002(STD) Engineering Software: Alpine proprietary truss analysis softrmre. Version 7.22. Truss Design Loads: Roof - 45 PSF 0 1.15 Duration;37 PSF f 1.15 Duration Floor - N/A Bind - 90 M (ASCE 7-02-Closed) Notes: Seal Date: 03/03/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Scott L.Schurwan record, as defined in ANS I /TP I 1 Ohio License Number: 53031 2. As shorn on attached drawings; the drarting number is preceded by: 6011SR2313 Details: MCLBSOB-CONU BLli-PIOLC U-PIOBAq®-OBLLETIN- Submi tted by PPN 14:27:41 03-03-2006 Reviewer: PION 1 28815--A 16'4" Common 06062031 03/03/06 39 28833-J-OIR2 28'11" At 06062070 03103/06 2 28816-A-618 164" Conn 08062018 03/03/06 40 28854-J-OIR2 Pinsyba 5 06062081 03/03/06 3 28817--B 13'2" Bono 06062032 03/03/06 4 28818-B-41R 13'2" Bono 06062041 03/03/06 5 28818--C-CE 12' Cable ON62OU 03/03/06 6 28820--D 12' Bono 06062034 03/03/06 7 28821--D-SCE 12' Bono 06062042 03/03/06 8 28822-0-OIR 12' Bono 0 06062043 03/03/06 9 28823--E 11'10" Bono 06062035 03/03/06 10 28824-E-CE 11'10" Oabl 66062044 03/03/06 11 28826-E-OIR 11'10" Ban 06062045 03/03/06 12 28826--F 30'8" Connor 06062046 03/03/06 13 28827-F-6E 30'8" Cable 06062047 03/03/06 14 28128--F1 30'8" Conmm~ 0609" 03/03/06 15 28828--F2 261" Cannon 06062036 03/03/06 16 28830-FSCEZ 26'8" Comm 06062046 03/03/06 17 28831-F Piggybacks 6'5 06062050 03/03/06 18 28832-F-CE Piggyback 6 06062051 03/03/06 19 28833--6 35' Comnan 06062037 03/03/06 20 28834--O-CE 35' gable 06062052 03/03/06 21 28836-6-618 35' Cannon 06062063 03/03/06 22 28836--N 14' C~ 06062038 03/03/06 n 28837--1111 14' C, - 06062039 03/03/06 24 28838--N-6E 14' Cable 06062040 03/03106 25 28839-4 19'3"8 Benno 06062064 03/03/06 n 28840--1-6E 19' Cable 06062055 03/03/06 27 28841--J 29'11" Attic 06062058 03/03/06 n 28842-J-OIR1 29'11" At 06062057 03/03/06 n 28843-J Piggybacks 5'7 06062058 03/03/06 30 28844-K7 33'2"6 Boa* N CONDOM 03/03/06 31 28845-K(1-6) 33'2"8 Be 08062D60 03/03/06 32 28846-K Pilabook 16'5 06062061 03/03/08 33 28847-K1 Piggyback 16' 08062062 03/03/06 34 28848-K2 Piggyback 16' 01062093 03/03/06 35 nu9-K3 Piggyback 16' 08082064 03/03/06 36 28860-K4 Piggyback 16' 06068066 03/03/06 37 28861-9 Piggyback 16' MORON 03/03/06 64 26852-Ia6 Pim"aa 16' 06068067 03103/08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUNITTED BY TRUSS MFR, (Q65916-/SLSH Fill in later, OH - A 16'4" Common) Top chord 2x4 SPF #1/(12 :T1 2x4 SPF 1650f-1.4E: 90 mph wind, 25.33 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/>f2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. (A) Continuous lateral bracing equally spaced on member. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. i 4X6 (R) III {i{ --j 8 E 3X5! 5X5* 3X591 8 (A) 9- -0 T1 (A) 0-6-0 20-0-8 3X5(81) = 2X411 5X8= 3X5= 2X411 0-&8 I 14-11-0 _1_5_~ --16-4-0 Over 2 Supports ts. R=1068 U=180 W=3.5" R=906 U=195 W=3.5" Design Crit: TPI-2002(STD) OH/-/1/1/-/R/- Scale =.1875"/Ft. PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. --MAMNEMB-- TRUSSES REQUIRE EXTREME CARE IM FABRICATION, MANGLING, SHIPPING. INSTALLING RIO BRACING. • ( / TC LL 25.0 PSF REF R25i 3- 28815 REFER TO 0CS1 1-03 (WILDING COMPONENT SAFETY INFORMATION). PUBLISHED ON 7P1 (TRUSS PLATE INSTITVTE, sea O'OOFIRIO OR., SMITE 2041. MADISON. MI 53710) AND MICA (ONOO TRUSS COUNCIL OF AMERICA. 0.700 ENTERPRISE LM. TM S MAOISOM. 11 63710) FON SAFETY PRACTICES PRIOR TO PERFORMING THESE FIR=IONS. UNLESS OTMERMISE INDICATED, TC DL 10.0 PSF DATE 03/03/06 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOI CHORD SMALL HAVE A PRWERLT ATTACHED ~ RIGID CEILING. & CA: BC DL 10.0 PSF DRW ODUSR2513 05062031 •••W PRODUCTS. HA INO A Of F! OF THIS DESIGN A VOTIVE INSTALLATION FROM THIS ENGINEERED L MOT BE TITSPONS FDA THE x + 51~{1J1 BC LL 0.0 PSF IYIO-ENG PPH/PPH O FABRICATING, ANY DEVIATION ON G. S THIS DESIGN; ANY FAILURE BUILD THE ALPINE TWOS BBS In INC. IMF. SNAL I IN LLTIHEQRIAMVICE BI TH We; IB RBRIdT111Y.. HANDLING. SHIPPING. IGN; IDS: . INSTALLING E BRACING I7 OF TRUSSES. R0 v f DESIGN CONFOBS B47H APPLICABLE PROVISIONS OF ISIS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPIHE COIMECTON PLATES ARE MADE OF zo//B/111U1 (B.S/B/N) ASTR ABS3 OWE 30/60 (B. N/H,S) DALY. STEEL. APPLY I O TOT. LD . 45.0 PSF PLATES TO EAON FACE OF TRUSS AND. UNLESS OTIENNISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 1600-Z. ~04 4110606@IgT ANY INSPECTION OF PLATES FOLLOMFO IT (1) SHALL ON PER ANEx Aa OF TP11-2002 SEC.3. A SEAL ON THIS ' RNBIMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • • DUX, FAC. 1 ,15 FROM t~hm PMrG SUITAB o )jF~cerTy, MO6ki55 BUILDING DDEESIGWR PEER ANSI/TTPITI SEEC of THIS WYPOIEMT FOR ANY MIMING 19 THE RESPONSIBILITY OF THE ~•.,,~4NAL~~` SPAC 1 NG 24.0" JREF- 1SV72513Z03 (Q65916-/SLSH Fill in later, OH - A-GDR 16'4" Cpmlon Girder) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUMITTED BY TRUSS NFR. Top chord 2x4 SPF #1/#2 2 ©OlLETE TRUSSES REQU 1 RED Bat chard 2x10 SP 2400f-2.OE Webs 2x4 SPF #3 :1113, W6 2x4 SPF #1/#2: Nailing Schedule: (0.131"x3"-Gun-nails) :1117 2x6 SPF #1/#2: Top Chord: 1 Row 012.00" o.c. Bat Chord: 2 Rows a 4.50" o.c. (Each Row) SPECIAL LOADS Webs : 1 Row • 4" o.c. ------(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) Use equal spacing between rows and stagger nails TC - From 74 PLF at -0.54 to 74 PLF at 14.92 in each row to avoid splitting. TC - From 74 PLF at 14.92 to 74 PLF at 16.33 (1) 1/2"-bolts MAY BE USED FOR (2} 0.131"x3"_Gun_nails ON BC - From 5 PLF at -0.54 to 5 PLF at 0.00 THE BOTTOM CHORD ONLY. BC - From 20 PLF at 0.00 to 20 PLF at 16.33 BC - 2376 LB Conc. Load at 4.40 90 mph wind, 25.33 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC - 1371 LB Conc. Load at 4.94. 6.94, 8.94, 10.94, 12.94 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 14.94 psf. (B) #3 or better scab brace. Same size & 80% length of web member. Right end vertical not exposed to wind pressure. E Attach with 10d Box or Gun (0.128"x3",min.)nails s 6" OC. 4X6° (A) (2) #3 or better scab braces. Same size & 80% length of web Bottom chord checked for additional 20-psf live load in areas member. Attach one to each face w/10d Box or Gun (0.128"x3",min.)nails with 42"-high x 24"-wide clearance. a 6" OC. Deflection meets L/360 live and L/240 total load. 8X8 3X5! 6X8 5X8 (B) 9-1-0 a r W i (A) 0-6-0 20-0-8 3X8 3)= 6X12111 6X12(R) III 8X8 (R) III 3X8 (A3) 8X8= 4X611 Ot6j a 1-5- 1_ 14-11-0 IMe 16-4-0 Over 2 Supports R=5820 U=955 111=3.5" R=6359 U=974 W=3,5" ,,,'~~I1111111/JIJJJ~,,, Design Crit: TPI-2002(STD) E Ott PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 900*0a0 OH/-/1/1/-/R/- Scale =.1875"/Ft. •-,?{~1„A/•• DNSSES REWIRE EXTREME CARE IN FABRICATION. RAMBLING, SHIPPING, INSTALLING AND SPACING- . TC LL 25. 0 PSf REF 22513- 28816 REFER TO INS1 1.05 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHES RV TPI (1R M PLATE INSTITUTE. RA75 •r 0*0WFRIO OR.. SUITE ZOO. MADISON. 111 53712) AND WFCA (BOND TRUSS COUNCIL OF AMENICA, 6300 ENTERPRISE LN. ZT TC DL 10.0 PSF DATE 03/03/06 MADISON, wl 53712) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHAD WALL HAVE PROPERIr ATTACHED STRUMMIIUL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEIt 1111_ • I SC W gC DL 10,0 P$F QRw IAOU5Rp513 06082089 -1 AUR-FIRNIRSH A COPY OF THIS DESIGN TO THE INSTALLATION COIIRMTON. ALPINE ENSINEERFD PRODUCTS. INC. SMALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS 06101: ANI FAILURE TO BUILD THE O a~ $C LL 0. 0 PSF 111110-ENG PPH/PPH ALP I NE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. WAXING. SHIPPING, INSTALLING 6 DICING OF TRUSSES. I 'U4 OP• DESIGN COWOMS w11H APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN SPEC, BY AFSPA AND WI. ALPINE IY ^ cOBOCTOR PLATES ME MADE OF 2011211604 (w.N/S/N) ASTM A553 GRADE 40/50 (w. N/H.S) GALL. STEEL. APPLY iaaGi~ n= TOT. LD. 45.0 PSF PLATES TO EACH FACE AT FOLOWE Y (1) S MALL OTHERWISE LWATE0 ANWX ON THIS DESIGN. POSITION Pm DRAWINGS N TH ~I •e~~~~~~ ~R. FAG. 1 .15 FROM PWG T~_ AIRY INSR CT TON d OF RATES S FOLLOWED BY {1) SMALL BE PER R AMEX AT OF TPIS00 2 SEC .3. A A SEAL AL ON THIS ~ N AlP1neFngithCityA '6}~, LA. GAMING INDICATES THE iM l1OPY ANPROFESONAL. D use OF THTHI~IOPCOPDEMT FIR RESPONSIBILITY IS THE TRUSS CO Of TFE ,,I~ • w ' 1 r ]3MT(hCity, MO0 63645 BUILDING OESIFNER PER AASI/TPI I SEC. 2. ~JJJJJIHINM/ SPACING 24.0" JREF- 1SV72513Z03 ~ THIS DEG PREPARED FROM COMPUTER INPUT (LOADS i DINEIISIONS) SUNITTED By TRUSS MFR. (Q65916-/SLSH Fill in later, OH - B 13'2" Mono) Top chord 2x4 SPF #1/#2 90 mph wind, 24.75 ft mean IEgt, ASCE 7-02, CLOSED bldg, Located Bat chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, UPC, wind TC DL=6.0 psf, wind BC DL=5.0 _ Webs 2x4 SPF #3 psf. (A) Continuous lateral bracing equally spaced on member. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. i w 2X4 III 3X50 3X5 (A) 9- -5 6 x-- 0-6-0 20-0-B 3X5(61) a 2X4 NI 3X5- ohs -13-2-0 Over 2 Supports R=668 U=180 W=3.5" R=613 U=183 W=3.5" '~~~1<1111111111 Design Cr i t : TP 1-2002 (STD) 0 PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.2 OH/-/1/1/-/R/- Scale =.25"/Ft. ••/M~E~B•• TRUSSES REQUIRE FX70MVE CARE IN FOWICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. • TC LL 25.0 PSF REF R_2513- 28617 REFER TO aCSI 1.03 (WILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY T?1 (TAUS PLATE INSTITUTE. 603 010NDFRID OR., SUITE 200, MADISON. 711 GE719) AM WTCA (WON TRUSS COUNCIL OF AMERICA. 0300 ENTERPRISE LM. TC DL 10.0 PSF DATE 03/03/06 IUDISON. 111 63712) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, aM TOP CHORD SMKL NAY[ P79PERLV ATTACHED STRUCTURAL PANELS AND MMIMI CHOW SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • W BC DL 10.0 PSF DRVI MOUSR2513 06062032 T PRODUCTS, INC. SIVILL NOT COPY OF THIS DESIGN TO TIME IFROM T1HI DESIGN: LURE ENGINEERED THE ~O +BC LL 0. 0 PSF NNO-ENG PPH/PPH TO GUILD LD THE USS ININC. SHALL IITT YP RESPONSIBLE FOR AMY G, DEVIATION SNIFFING, NS ANY FI T ALPINE rmlas IN CONFORMANCE WITH lPl; DR FARAIG7 ND, HANDLING, INSTALLING • BRACING OF TRlSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OESION SPEC. OT AFSPA) AID TPI. ALPINE r ~ ~ CONNECTOR PLATES ARE NAME OF 20/18/1660. (W.N,S/M) AST- WaJ BADE 40/60 (W. N/H.S) DALY, STEEL. APPLY D: STS- TOT. LD . 45.0 PSF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTIWAWISE LOCATED ON THIS DESIGN. POSITION PER UNWINDS 10011-2. 60 v ANY INSPECTION OF RATES FOLLOWED BY (I) SMALL BE PER ANNEX M OF YPII-2002 SEC.3. A SEAL ON THIS ~1 v ~~~11f1t`,`,O,'~ DUN. CAI,. 1.15 FROIN PMIG Ao>n6 ft DRAWING, ON Faz(iL~City, M06 5 BUILDING H PER SU~ /RI T7 AND USE PROFESSIONAL OF THIS CCIPONENT NFANY WILDING G IS SOLELY RESPONSISIILL1 THE DESIGN SPACING 24.0" JREF- 1SV72513Z03 (Q65916-/SLSH Fi l l in later, ON - B-GIN 13'2" Mono Girder) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIIEIISIONS) SUBMITTED BY TRUSS MFR Tap chord 2x4 SPF #1/#2 Bot chord 200 SP #1 2 (OWLETE TRUSSES REQUIRED Webs 2x4 SPF #3 Nailing Schedule: (0.131"x3"_Gun_nalls) Top Chord: 1 Row 012.00" o.c. SPECIAL LOADS Sot Chord: 1 Row 0 3.50" o.c. --(LUMBER DUR.FAC.=1.15 / PLATE DUR,FAC.=1.15) Webs : 1 Row 0 4" o.c. TC - From 74 PLF at 0.00 to 74 PLF at 13.17 Use equal spacing between rows and stagger nails BC - From 20 PLF at 0.00 to 20 PLF at 13.17 in each row to avoid splitting. BC - 773 LB Conc. Load at 0.90, 2.90, 4.90, 6.90, 8.90 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun-nails ON 10.90, 12.69 THE BOTTOM CHORD ONLY. 90 mph wind, 24.93 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere Right end vertical not exposed to wind pressure. in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 psf. Bohan chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. 2X4 III 3X56 5X8,0 9- -5 Br 0-6-0 ~20-0-8 4X6 (A1) = 7X8 II 3X8° 13-2-0 Over 2 Supports R=3245 U=354 W=3.5" R=3406 U=368 W=3.5" s11o1 q~1 Design Crit: TPI-2002(STD) syi~ PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 y OH/-/1/1/-/R/- Scale =.25"/Ft, •NANAMEIB•• TRUSSES REWIRE EXTRIUE CARE IR FABRICATION, HANDLING. SHIPPIM6. INSTALLING AID BRACING. E~ TC LL 25.0 PSF REF R2513- 28818 REFER TO ECSI 1-07 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (THIS PLAT[ INS'TITVf[, SB3 O'ONOFRIO OR., SUITE 200. RADISON, RI 63719) MD BTG1 (MGM TRUSS COUNCIL OF AMERICA. 6700 [NTEAPRIS[ lN. * P MADISON. WI N710) FOR SAFETY PRACTICES PRIOR TO PERFORNING THESE FUNCTIONS. UNLESS UTHERBISE INDICATED. r TC DL 1 0.0 PSF DATE 03/03/06 HOP CHOW SMALL HAVE PROPERLY ATTAd[D BTRIIL'f1NAL PANELS AND BOTTOM CHOW SWILL HAVE A PROPERLY AT7ACMFD : RWAJR in: R1010 CEI CEILING. : I l S BC DL 10, 0 P~F DO MOUSR2613 06062041 •Bl ANY 0 VIATION FROM THIS OE318MT,'CA ANY FAILURE µ1 ALPINE ENGINEERED 53MIl •PRODVCt5. 1- SHALLI WEABERESPoOF THIS NS HBLE DESIGN TO ~0~:W BC ALP I NE TRUSS IN COINORWANCH WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING S ONCINC OF TARSES. BC LL 0.0 PSF MO- ENG PPH/PPH OtstcN GGNra015 WITH APPLICARt PRDEl91GNS OF IDs (NATIONAL DESIGN SPEC, BY AFEPA) AND TPI. ALPINE c• COIOECFOI PLATES ARE WAGE OF ZO/I8/18G (W,H/S/N) ASTM ROSS GRADE 40/00 IN, N/M,S) OALV- STEEL. APPLY eeC ST E gee TOT. LD . 45.0 PSF PLATES TO EACH FACE OF TRUSS AMID, UNLESS OMERWISE LOCATED ON THIS DESIGN, POSITION PER ORAWINOS 1604-Z. s, 00600 NUR.FAC. 1.16 FROM Py(/~ ANY INSPECTION OF PLATES FOLLOEED BE (1) SMALL BE PIER ANNEX AS OF TP114002 SEC-3. A SEAL ON THIS ,RY/~L EE A7 &gimffod Mob Inc. OF 9H SHOW. INDICATESTHE I ABILITY MD USEIO THIS COMPOIENTRFOR ANYIBBUILDING ISLTHE RESPNSI~BILITY OF THE ~•~~~,+NAIL6 %III My. BUILDING DESIONER PER NGI/TPI I SEC. 2. JAIIIII 111 SPACING 24.0" JREF- 1 SV72513ZO3 (Q65818-/SLSH Fi 1 1 in later, OH - C-GE 12' Gable) 1HIS ON PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIOILS) SUNITTED BY TRUSS IIFR. Top chord 2x4 SPF #1/#2 90 mph wind, 23.07 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.112' :Rt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.112' See DWGS A10030EE0405, GBLLETINO405, & GBLBRSTD0405 for more requirements. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6= 10 1o 3X519 3X51Ik 0-1n -1 0-1n -1 Li Li Li U Li ~20-0-8 3X5(E3) ;a 3X5 (E3) 3X8(E3) III 3X8 (E3) IN 6-0-0 6-0-0 _I 12-0-0 Over Continuous Support R-108 PLF U=15 PLF W=12-0-0 Note: All Plates Are 2X4 Except As Shown. Design Crit: TPI-2002(STD) PLT TYP. Wave C /RT=1.25 1.25 /1Q 0 7,22.Z? • • • y ''y OH/-/1/1/-/R/- Scale =.375"/Ft. OnIAGE IM44 TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AM OWING. • TC LL 25.0 PSIF REF R251 3- 2881 9 REFER TO BCSI 1-03 (BUILDING COUP01LM SAFETY INFORMATION). PUBLISHED BY TPI (Tam PLATE INSTITUTE, AB] ~ D'OIDFRIO OR., SUITE 200. MADISON. MI 53719) AND WICA (GOOD TRUSS COUNCIL OF AMERICA, OM ENTERPRISE IN. TC DL 10.0 PSF DATE 03/03/06 MADISON, OOP CH ¦1 63L7 9) FOR HAVE FOR SAEFET PROPERLY PRACTICES PRIOR T IU PERFORMING 71105E FUNCTIONS. UNLESS HAVE A PROPERLY PINDICATED, ~ ~ TOP SMALL Y ATTIOI S PRIOR II WPANELS WA AND HESE F CHORD SMALL HAVE A . ATTACHED ED RIGID CEILING . iP BC DL 10,0 PSF MW MOUSR2613 08062033 ••IMPOfTAMT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION Fla THIS DESIGN: ANY FAILURE TO BUILD THE BC LL 0.0 PSF CIO-ENG PPH/PPH ALPINE TRUSS IM CONFORMANCE WITH TPI: ON FABRICATINO. HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS 911H APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE , aC~ST E4~ • TOT. LD. 45.0 PSF CONNECTOR PLATES AM MADE OF 20/INIGOA M.H/S/N) ASTM A663 Q%W 40/60 (M. 1VM,S) GALV. STEEL APPLT PLATES TO I FACE OF 7RU55 AID. UNLESS Ol1ERVISE LOCATED OI THIS DESIGN. POSITION PER OUOII.G. 110A-2. OOO 111 00 ,r yI/~ AM INSPECTIM A OF PE9 FNCE BY (I) SMALL BE PER ANNEX OF TVII-ZOOZ SEC A SEAL ON N A; U1 FJIgOIOWftd(IDi3 Inc "A"N"A" T MINO ""'C" INOIGITES ACCEPTANCE OF OF PROFESSIONAL OMAL ENGINEERING RESPONSIBILITY SOLELY FDA THE TRUSS pp1POWIENR DUR. FAC. 1.15 FROM PWG ¦L -~I rS1T(Il City, MO (i3a45 DESI OI S QOM. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE II ' ry. WILDING DESIGNER PER ANSI/TPI I SEC. Z. Omel~Its, SPACI NG 24.0" JREF- 1SV72513ZO3 THIS DING PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFRS (Q65916-/SLSH Fill in later, OH - D 12' Mono) Top chord 2x4 SPF #11#2 90 mph wind, 25.57 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #11#2 anywhere in roof, CAT II, EXP C, wind TIC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :W3 2x4 SPF #1/#2: psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.064' Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-psf live load In areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. 2X411 10- 1-1 A5#0 0-11-1 L__ 1 +20-0-8 2X4 II 3X5 3X5(E3) ° 3X8(E3) III 0-U.114 _12-0-0 Over 2 Supports R=655 U=180 W=3.5" R=573 U=227 W=3.5" ~tipl l 1 j PLT TYP. Wave Resign Crit: TPI/RT02(251),25 /10 0 7.22. OH/-/1/1/-/R/- Scale =,1875"/Ft. •••AwWIEO•• TRUSSES REWIRE EXTREME CANE IN FABRICATION, WJMING. SNIPPING. INSTALLNK AND BRACING. • TC LL 25.0 PSF REF R2513- 28820 REFER 7M OCSI 1-93 (9VIUDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, "A D'OWFRIO DR.. SUITE 200, MADISON. WI 63719) AD WTCA (VOW TRUSS COUNCIL OF AMERICA. 5399 EIRERPRISE W, ~ LF ' T TC DL 10.0 PSF DATE 03/03/06 MADISON, WI 03719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIWIDISE INOIGTEO, TOP CHOW SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND MOTION CHOW SHALL HAVE A PROPERLY AT7ACNO 1~ RIGID CEILING. ` BC DL 10.0 PSF DRW mousiz2513 06062034 -111115`01711111111-FURNISH A O V OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O 5=1 4 SLUE BC LL 0. O' PSF MO-ENG PPH/PPH PRODUCTS, INC. SHALL NOT OR R[SPONSIWI.E FOR ANY DEVIATION FROM THIS DESIGN: AM FAILURE TO BALD THE ALPINE TRUSS IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING. INSTALLING R BRACING OF TRUSSES w • 2 DESIGN C ERRS WITH APPLICABLE PROVISIONS OF NOS (RATION! DESIGN SPEC. BY AF3PA) AND TPI. ALPINE , ~N~vj• ` i TOT. LO . 45.0 PSF OOFNECTOR PRATES ARE NAM OF 2011911WA (W.H/S/N) ASIN AW63 WAGE 4O/WO (W. IVH.S) GA.V. STEEL- APPLY GG PLATES TO EACH FACE OF TRUSS AND. URLESG OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS IGM-Z. OO•S 1T OO ,r ANY INSPECTION OF PLATES FOLLOWED NY (T) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS S / DUR. FAC . 1.15 FROM PRIG BERT ERSUUIT~LITY ND LOSE OF THIS CONPOIENTRFOR ANY BUILDING IS THE RESPONSSIIBIILLITY COMPONENT AjpDteFIIe hCi~tyM0~ 6 L~k 45~ GAMING SINDICATES THE Otto SPACING 24.0" JREF- 1SV72513Z03 i F THIS M PREPARED FROM COMPUTER INPUT (LOADS A DIIIENSIONS) SUBMITTED BY TRUSS MFR (Q65916-/SLSH Fill in later, ON - D-SGE 12' Mono) Top chord 2x4 SPF #1/#2 90 mph wind, 25.57 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud :W1, 11112 2x4 SPF #3: psf. :W3 2x4 SPF #1/#2: :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.064' Right end vertical not exposed to wind pressure. SPECIAL LOADS See DIIGS A10030EE0405, GBLLETIN0405, & GBLBRST00405 for more ------(LUMBER OUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) requirements. TC - From 76 PLF at -0.94 to 104 PLF at 12.00 BC - From 5 PLF at -0.94 to 5 PLF at 0.00 (A) #3 or better scab brace. Same size & 80% length of web member. BC - From 20 PLF at 0.00 to 31 PLF at 8.31 Attach with 10d Box or Gun (0.128"x3",min.)nails s 6" OC. BC - From 71 PLF at 8.31 to 86 PLF at 11.65 BC - From 46 PLF at 11.65 to 48 PLF at 12.00 Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. AU50 (A) 10_ 1-1 3X5 ~ 1O r 0-111-1 20-0-8 9 3X5 (0) = 3X5= 3X8(E3) III 0IL1J4 ~__12-0-0 Over 2 Supports R=707 U=180 W=3.5" R=827 U=227 W=3.5" Note : A l l Plates Are 2X4 Except As Shown. 1611 fit Design Crit: TPI-2002(STD) t' y PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 7 OH/-/1/1/-/R/- Scale =.1875"/Ft. ••rAxrur•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSfALLIMO NO BRACING. TIC LL 25.0 PSF REF 8251 3 - 28821 RIFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY IWORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 603 • U.010MRID DI.. SUITE 200. MADISON. 91 63710) AND MICA (TROD TRUSS COUNCIL OF AMERICA. AM ENTERPRISE LM. TT L. TIC DL 1 0.0 PSF GATE 03/03 06 MADISON. IM 63710) FOR SAFETY PRACTICES PRIOR TO PENFO NINE THESE FUNCTIONS. AILESS OTHERWISE INDICATED. .RBu TOP CHOW SHALL . PROPERLY ATTAOIED SIRIICRNAL PANELS AND BOTTON CHORD SMALL HAVE A PROPERLY ATTACHED =F A~ R1618 CEILING, HURL : FWfA BC DL 10.0 PSF DRS MOUSR2513 06062042 ••IM"TAW-FAWNSH A CaPll OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S PIRUIUCTS. INC- SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AM FAILURE TO BUILD THE = O LL 0.0 PSF 100- ENG PPH/PPH ALPINE TRASS IM CO FOOMINCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING. INSTALLING A OWING OF TRUSSES. ~ ee 2 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE • COIN,,TOI PLATES ARE MADE OF 20HB/16GA (W.N/S/N) AM A663 GAGE 40/60 (W. II/M.S) GALV. STEEL. APPLY STti 0a TOT. LD . 45.0 PSF V ~~F PLATES TD EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRHHNGS 1BDA-z- of AMY INSPECTION OF PLATES FOLLDRD NY (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A StAL ON THIS ~r FOR Alpine EkthCity MO 6304 Inc. 5U NAMING ~GERTHPERSUITA1BL TM MOD USE Of PROFESSIONAL IS COMOWdEENTRFORRAAMMBBUILLDDING ISS`THE RRESSPPONS1'~BILI ~n1~E ~r$4111 PACING 24'0" JREM- 1PSV72513Z03 THIS DW PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q6s916-/SLSH Fill in later, OH - D-GIR 12' Mono Girder) Top chord 2x4 SPF #1/#2 2 OOWLETE TRUSSES REQU 1 RED Bot chord 2x10 SP #1 Webs 2x4 SPF #3 Nailing Schedule: (0.131"x3" Gun_nails) Top Chord: 1 Row 012.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows fl 4.50" o.c. (Each Row) --(LUMBER OUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) webs : 1 Row • 4" o.c. TC - From 76 PLF at -0.94 to 76 PLF at 12. Use equal spacing between rows and stagger nails BC - From 5 PLF at -0.94 to 5 PLF at 0.00 in each row to avoid splitting BC - From 20 PLF at 0.00 to 20 PLF at 12.00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"Gun_nails ON BC - 1337 LB Conc. Load at 0.60, 2.60, 4.60, 6.60, 8.60 THE BOTTOM CHORD ONLY. 10.60 90 mph wind, 25.57 ft mean hgt, ASCE 7-02, CLOSED bldg, Located (A) #3 or better scab brace. Same size A 80% length of web member. anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Attach with 10d Box or Gun (0.128"x3",min.)nails ! 6" DC. psf. Bottom chord checked for additional 20-psf live load In areas with Right end vertical not exposed to wind pressure. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. 2X4 III 3X50 5X10 10- 1-1 10 F (A) 0-11-1 20-0-8 4X6(81 6X12 III 3X8= 0 JUJ 4 I-12-0-0 Over 2 Supports R=4988 U=702 W--3.5" R=4262 U=589 W=3.5" Design Crit: TPI-2002(STD) PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. ? h 7 4 0H/-/1/1/-/R/- Scale =.1875"/Ft. -WAMnN1•• TRUSSES FAMINE EXTRIUE CARE IN FANRITATIGN. HANDLING. SHIPPINO, INSTALLING AND RACING. TC LL 25.0 PSF REF R2513- 28822 REFER To WSJ 1-03 (WILDING COMPONENT SAFETY INFORMATION). PUBLISHED BT TPI (TRUSS PLATE INSTITUTE, AB3 +y ' TT L D'DIOFNIO OR.. SUITE 200, MADISON, 11 IMIS) AM PER (MOOD TRIGS FNCT OF AMERICA, O&DO EE EN. 7f TC DL 10 TOP CHORD BI 6311 5) fOR SAFETY PRACTICES PRIOR TO TO PERFORMING THESE I FUIINCFI ONS. UNLESS OTHEA I~GNES I CA TED. . 0 PSF DATE 03/03/06 HOP T CMOID SMALL LAVE PROPERLY ATTACHED STRUCTURAL PANELS N[LS AND W OQRW CHORD SIMILE HAVE A PROPERLY IORLY ATTACHED ` ~ RWAN RIGID CEILING. 3;0 1 ~~Qt 17 I., TE BL DL 10.0 PSF DRW MWSR2613 06062043 F•GMRtlTANT-FURNISH A CONY OF THIS oES1O1 TG THE INSTALLATION cONTRACTGN. ALPINE ENGINEERED 5=1 • R'V ~1 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO suuD TIE Q ~ OM~ BC LL 0.0 PSF MO-ENG PPH/PPH ALPINE TRUSS IN CDIAORMANCE 18TH TPI: OR FABNICATING. HANDLING. SHIPPING. INSTALLING • SPACING OF Y;1LUTS. 4t DESIGN O NFONS APPL I CAKE PROVISIONS Of ADS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CORECTOR PLATE8 ARE MADE OF 20/18/1MOA p,H/4/IL) ASTB A653 DUDE NO/MO (1. N/H,S) GULLY. STEEL. APPLY N?I •AC~ST~ Oa TOT. LD . 45.0 PSF PLATES TO EACH FACE OF TRUSS AID. UNLESS 07ERNISE LOCATED d THIS DESIGN, POSITION PER ORANINGS ISOA-Z- / h NAN .AAA ANY INSP :ON OF PLATES FOLLONE BY (1) SMALL BL PER ANNEX AT OF TPIT-2002 SEC. 3. A SEAL ON THIS FROM PwG ~~I~~ Q •l{~v`'~ DUR. FAC. 1.15 AIpmc~1IIO cdPwduots IOC. ~q Zfflllil. CATESTHACC FrGN E OF AND usilDF nlisDlDa oiENr FRESPOwsle~imlN~`IS`iHE`a`RES'"`vowsTRUSS lBeLln THE Eax(hCity. MO 6iU5 WILDING DESIGNER PER ANSI/TPN T SEC. 2. ,4jton & WO SPAC I NG 24.0" JREF- 1SV72513ZO3 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS Z DIMENSIONS) SUMITTED BY TRUSS MFR (Q65916-/SLSH Fill in later, OH - E 11'10" Mono) Top chord 2x4 SPF #1/#2 90 mph wind, 25.50 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :N3 2x4 SPF #1/#2: psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.037' Right end vertical not exposed to wind pressure, (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additions! 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. 2X4 III 3X541 3X5,p (A) 10 -g 3X5# 10 Ai 0-11-1 *20-0-8 T 3X5(E3) s 2X4 II 3X5= 3X8(E3) NI 011.1}4 ~-11-10-0 Over 2 Supports R=647 U=180 W=3.5" R=565 U=223 W=3.5" Design Crit: TPI-2002(STD) Wye.- PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. ? Q OH/-/1/1/-/R/- Scale =.1875"/Ft. .•VM0Hw•• TOMES REMME EXTREME CAE IM FABRICATION. HANDLING. SNIPPING, INSTALLINW MO BRACING. ,1 y Q TC LL 25.0 PSF REF R2513- 28823 REFER TO {CSI 1-03 (BUILDINGS COMPONENT SAFETY INFORMATION), PUBLISHER BY TPI (MISS PLATE INSTRYWIT. 693 DIGNOFWID DR.. SunE 200. WIOISCT, WI 6371{) AM WICA (MOOD Min COIMLIL OF AWERICA, 6700 ENTERPRISE LN, TC DL 10.0 PSF DATE 03/03/06 MAISGN. WI 63719) FOR SAFETY PRACTICES PRIOR TO RPIFONWINO TRESS FIAWCFIONS. UNLESS OTHERWISE INDICATED • • TOP CHORD SWILL IMVE PROPERLY ATTACHED SRMCTURAL PAMUS MID BOTTOM CHOW SMALL HAVE A PROPERLY ATTACHED ~ AN R1010 CEILING. SW ~ BC DL 10.0 PSF DR1M MDlFSR2513 OBOlT203s 1MPOIFTWF-FURNISH A DOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENOINEERED = Sol • p/. PROOYC S. INC. SWILL MOT BE RESPG•POLE FOR ANY OEVIATLON FROM THIS DESIGN: ANY FAILURE TO BUILD THE BC ^ _ LL 0.0 PSF 110- ENG PPH/PPH 7~ ALPINE TEAM 1% CONFTRIANIM WIT" TP1: OR FAM ICRT1NG, HANDLING. SHIPPING. INSTALLING 6 BRACING OF TAISSfS. y• DESIGN CONFORMS WIT" APPLHCAOLF PROVISIONS OF IRIS (NATHONRL DESIGN SPEC, BY AFSPA) AM 101. ALPINE CONNECTOR PLATES ARE OAF OF 20/18/,GGA (W,"/S/X) AM A063 MADE 40/ae (W, X/M.S) GALV. STEEL. APPLY +nA~T ~j~~j` TOT. LD . 45.0 PSF PLATES TO EACH FACE Oi TRUSS AND. LAWLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PEA DRAWINGS ,OVA-Z. /V W TN (y~ 6 ANY INSPEC710M of PLATES FOLLOWED ON (I) SMALL BE PER AMEX AT OF TP11-2002 SEC. 3. A SEAL ON THIS •SS1'y4 00SM&P•~ ~r OUR.FAC. 1.15 FROM PING "a INDI Alpine Fl1gIDOCTEdPtOdUCIS ARC. ~!GN SHOWNCATES TN wE~AWILITY MO USE1a IS COME IFF DISPONSISILITY FOR AM BUILDING IISLT E RESPONSIBIiITY OF THE +~IvI OFYA~ G•C1~~,`- fiarthCity, M06 S AWIRLDIIRIDESIGNERPERM61/TPI ISEC. 2. ~~~1/,o SPACING 24.0" JREF- 1SV72513Z03 THIS DOG PREPARED FROM COIIIPUTER INPUT (LOADS & DIMENSIDNS) SUMITTED SY TRUSS NFRI (Q65916-/SLSH Fill in later, OH - E-GE 11'10" Gable) Top chord 2x4 SPF #1/#2 90 mph wind, 25.50 ft mean hgt, ASCE 7-02, CLOSED bldg: Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud :11117, MB 2x4 SPF #3: psf• :1119 2x4 SPF #11#2: :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.275' Right end vertical not exposed to wind pressure. See D*GS A10030EE0405, GBLLETINO405, & GBLBRSTD0405 for more Bottom chord checked for additional 20-psf live load in areas with requirements. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. 3X5* M 10- -6 10 A) } } 3X5, J= 0-1T -1 20-0-8 3X5(E3) _ 3X8(E3) Ill 0jj.1j4 1 11-10-0 Over Continuous Su ort -t I 11=102 PLF U=15 PLF W=11-10-0 Note : A l l Plates Are 2X4 Except As Shown. Design Crit: TPI-2002(STD) Q PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 ? atia 7 * OH/-/1/1/-/R/- Scale =.1875"/Ft. -IMAIN10- TRUSSES RfOIAE EXTREYf CARE IR FABRICATION, IAIDL1110. SHIPPING. INSTALLING NO RACING. 1= TC LL 25.0 PSF REF R2513- 28624 REFER TO BCSI 1-03 (WILD. MO COMPONENT SAFETY INFOHIATION). PIRlISHE0 BT TPI (TNuSS PLATE INSTITUTE. 8h M y a'O IURIO DR.. SUITE 200, MADISON. NO 53710) AM VICA (M)OP TRUSS COINICIL OF AMERICA. WOO ENTERPRISE IN. T MADISON, 111 63718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE UNCTIONS. UNLESS OTTERMISE INDICATED, HURWA t TC DL 10.0 PSF DATE 03/03/06 TOP clop SMALL HAVE PROPERLY ATTACHED STRICTWAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED a RIOIC CEILING. M 1 W BC DL 10.0 PSF DRW MOUSR2513 06082044 IMPORTAwTI PFINNISH A COY OF THIS DESIGN 10 THE IN5TALLATION COBUTACTOR. ALPINE ENGINEERED PIj PRODUCTS. IMO. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ~~O BC LL 0.0 PSF MO-ENG PPH/PPH ALPINE TRUSS IN CONFORMANCE BITN TPI; OR FABRICATIM6, HANDLING. SNIPPING. INSTALLING A GAUGING OF TRUSSES. _ OESI ON (ANFOMS VM APPL.ICIOLE PROVISIONS OF NOS (NATIOAL DESION SPEC. BY AFSPA) NO TPI. ALPINE ¢ COIIECTOR PATES ARE WIDE OF 20/18/16" (V'wVX) AMU A"S OADE 40/60 (M. N/H.S) GALV. STEEL. APPLY • ~sT~'.a~- r~ TOT. LD. - 45.0 PSF PLATES 70 EACH FACE Of TRUSS AND, 01LE95 OME RM ISE LOGNNTEO ON 7M I8 DES IGO POSIT IOM PDR DRABI NGS IBOA-2. ANY IMSRCTION OF PLATES FOLLONED BT (I) SHALL BE PER AEX AS OF TP1I2002 SEC.3. A SEAL ON THIS DUR. FAC. 1.15 FROM PING Alpine Engineered Products Inc, U1.101 INDI GATES AOCEPTAMCE OF PROFESSIONAL EN64EERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Ekth City, MO 6W5 BUILDINGGU SHPOIET1 PEER AASUI@j NSI/TP1 I AND USE of THIS GaPONENr FGI ANY DU WING IS THE RESPONSIBILITY OF THE 14j~11111111IMI~~ SPACI NG 24. 0" JREF- 1SV72513ZO3 SEC. 2. THIS DEG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR (Q65916-/SLSH FiII in later, OH - E-GIR 11'10" Mono Girder) Top chord 2x4 SPF #1/#2 Bat chord 200 SP #1 COMPLETE TRUSSES REQUIRED Webs 2x4 SPF #3 :W1 2x4 SPF #1/#2: Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row 012.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows s 3.50" o.c. (Each Row) --(LUMBER OUR.FAC.=1.15 / PLATE DUR.FAC.=1.16) Webs : 1 Row a 4" o.c. TC - From 76 PLF at 0.00 to 76 PLF.at 11.83 Use equal spacing between rows and stagger nails BC - From 20 PLF at 0.00 to 20 PLF at 11.83 in each row to avoid splitting. BC - 1636 LB Conc. Load at 1.56, 3.56, 5.56, 7.56, 9.56 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"_Gun_naiIs ON 11.56 THE BOTTOM CHORD ONLY. Bearing blocks: Nall type: 0.131"x3"-Gun-nails 90 mph wind, 25.89 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 2 11.542' 1 12" 4 Match Truss psf. Bearing block to be same size and species as bottom chord. Refer to drawing CNBRGBLK1103 for additional information. Right end vertical not exposed to wind pressure. (A) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for additional 20-psf live load in areas with Attach with 10d Box or Gun (0.128"x3",min.)nails OR 6" OC. 42"-high x 24"-wide clearance. 2X4 III Deflection meets L/360 live and L/240 total load. 7X8010 r 10-)-6 W (A) 0-1T1-1 20-0-8 4X6 (81) = 10X10 IN 5X5= -11-10-0 Over 2 Supports R=5000 U=667 W=3.5" R=5955 0=788 W=3.5" Design Crit: TPI-2002(STD)o~JQ PLT TYP. (Nave C /RT=1.25 1.25 /10 0 7.22. eeeee~+'7 w OH/-/1/1/-/R/- Scale =.1875"/Ft. •'tA1B11E0~~ TRUnES RVOUIRE EXTREME CARE IN fABRICATION. HANDLING. SNIPPING, INSTALLING MD BALING. 45- 0 REFER TO O C51 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PLOLISUD MY TPI (TRUST PLATE INSTITUTE. 6113 ~`,fN-.~, ee C LL 25.0 PSF REF R2513- 28825 D'ONOFRIO ON., SUITE 200. MADISON. WI 63719) AND MY" (9000 TANGS COUNCIL OF AMERICA. DOW ENTERPRISE LM, * SCOTT MADISON. WI 67719) FOR SAFELY PRACTICES PRIOR TO POWOBIMM THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. _ ~HU TC DL 1 0 . D PSF DATE 03/03/06 TOP CHORD SMALL INK PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED ROOM) `I'L'"` R 9; BC DL 10.0 PSF DRW ODUSR2513 06062045 IIMMPOR'TAMy-FNMMSU A COPY OF THIS DESIGN TO THE INSTALLATION COMTRACIOR. ALPINE ENGINEERED O 1 PRODUCTS. INC. SMML HOT BE RESPOSIKE FOR ANY DEVIATION FROM THIS DLSIGK; ANY FAILURE To BUILD THE VO~ S 8C LL 0.0 PSF MO-ENG PPN/Pi'H ALPINE TRUSS IN CONFORMANCE WITH TPI; ODE FABRICATING. HANDLING, SHIFPING. INSTALLING A IRRCING OF TRUSSES. DlSIGM COWORMS WITH APPLICABLE PROVISO GAS OF IDS (NATIONAL DESIGN SPEC. BY AAF&PA) AND TPI. ALPINE / / ~~•O ` COIIECTO PLATES ARE MADE OF 2O/I0116TH (W.M/S/K) ASTM 11163 GRAM 40/60 (W, K/H,S) OILY. STEEL. APPLY ST •WG r' TOT. LD . 45.0 PSF PLATES 711 FAdf FACE OF TRUSS AND, UNLESS OTHERWISE LOGTEO ON THIS DESIGN, POSITION PER MARINES 16011-Z. ANY INSPECTION OF RATES FOLLOWED BY (L) SHALL BE PER AIRFX AT OF 7917-2092 SEC.3. A SEAL ON THIS OE/BI I ' MR. FAC . 1.15 FRDM PWG A ~~~.Me Tom. NO INOI CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESWMISIBILITY SOLELY FOR THE TRUSS COIPONEMT in=c 5 DESIGN SHOWN. THE SUITABILITY AND LOU OF THIS COMPONENT FOR ANY BUILDING IG THE RESPONSIBILITY OF THE ~J~I+J/"If!lIITTItt Ly M0 6 BUILDING DESIGNER RR ADSI/TPI 1 SEC. 2. SPACING 24 .0" JREF- 1 SV72513ZO3 THIS DMIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUNITTED BY TRUSS MFR. (Q65916-/SLS)i Fill in later, OH - F 30'8" Common) Top chord 2x4 SPF #1/#2 90 mph wind, 25.61 ft mean hgt ASCE 7-02, CLOSED bldg, Located Bet chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 M, N4, w5 2x4 SPF #1/#2: psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.080' :Rt Slider 2x6 SPF #1/#2: BLOCK LENGTH 2.080' (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purl ins to brace all flat TIC 0 24" OC. Bottom chord checked for additional 20-psf live load In areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 5X8O- 5X8 _ 3X50 3X5a 3X54 3X5 w w , (A) 3X8* 10 103X5-* (A) N4 (A) I 0__1 0--1 20-0-8 3X5(E3)= 2X4111 5X8 M!eff 3X5- 2X411 3X5 (E3) 3XB(E3) III 3XB(E3) It 0-QJ4 0jL1j 4 12-1-2 I 6-5-11 ! 12-1-2 I 30-8-0 Over 2 Supports - R=1737 U=220 N=3.5" R=1748 U=220 =3.5" t Design Crit: TPI-2002(STD) E PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 Oea OH/-/1/1/-/R/- Scale =.1875"/Ft. ••MARMEME• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. INIDLING. SNIPPING. INSTALLING AND RINGING. TC LL 25.0 PSF REF R2513- 28826 REFER TO RCS/ 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRIM PLATE INSTITUTE, GRS YY p D'ODFRIO OR.. SUITE 200. MADISON, MI SMS) AND RFCA (MOOD TRUSS COUNCIL OF AMERICA. R30D ENTERPRISE UN. LL T WHUSOR. WI 53719) FOR SAFETY PRACTICES PRIOR TD PFAFORMING THESE FIMIGTIDNs. MSS OnERWISE INDICATED. TIC OL 10.0 PSF DATE 03/03/06 TOP CMM SHALL INYE PMKRLY ATTACHED STRUCTUINL PANELS AND RDTTOI CHM SHALL NIWE A PROPERLY ATTACHED • RIGID CEILING. M7~7f1T~~ ALPINE BC DL 10.0 PSF DRIP WUSR2513 06062046 ERI~AMff**FLMIISH A COY OF THIS DIE ION TO THE INSTALLATION CONTRACTOR. A PINE ENGINEERED M~ PRODUCTS, INC. SMALL MOT RE RESPONSIBLE FOR ANY DEVIATION FID11 THIS DESIGN; ANY FAILURE 70 BILb M BC LL 0.0 PSF MO- ENG PPH/PPH - TORTS IN CONFORMANCE MAIM TPI; OR /ABtIGTIMO. 116111E IMO. SHIPPING. INSTALLING i BROOMS Of TRUSSES. A DESIGN CONFORMS WITH APPLICABLE PWil$iOG OF IDS (NATIONAL DESIGN SPEC. OV AFAPA) AM FP1. ALPINE NON PUTES ARE MADE of xofunaw a.H/S/Nq Am A653 GRACE 40/60 (W, wN, S) DILLY. STEEL. APPLY TOT. LD . CQ 45.0 PSF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITHOR PER DRAWINGS 1606-2. /T y1/~ AMY INSPECTION OF PLATES FOLLOWED ITT (I) SHALL RE PER ANNEX A3 Of TPII-2002 SEC.3. A SEAL OR THIS V O M DUN. FAG. 1.15 FROLI P1wIG Y EL,,,,~.,,,1. ORM HIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPONENT Alpine EDg [P.d PI'OdUds~DC. DESIGN 41081. THE wITABI LIn AID USE OF TH I4 COMPONENT FOR ANY BUILDING IS THE RESP01141 BILITr OF THE t,?/?/,r+,f+f,l~t~~~, City, ONLDING DESIGMEA PER M61/TPI 1 SEC. Z. SPAC I NG 24. 0" JREF- 1 SV72513ZO3 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS 1 DIMENSIONS) SUBMITTED BY TRUSS IFR, (065916-/SLSH Fill in later, OH - F-GE 30'8" Gable) Top chord 2x4 SPF #1/#2 90 mph wind, 25.61 ft mean hgt ASCE 7-02, CLOSED bldg, Located Bat chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud psf. :11111, w2, C11, C12, C13, C14, C15 2x4 SPF #1/#2: :C8, C9, C10, C16, C17, C18 2x4 SPF #3: See OWLS A1003DEE0405, GBLLETINO405, & GBLBRSTDO405 for more :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.080 requirements. :Rt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.080' (A) 1x4 #3 or better "L" brace. 80% length of web member. Attach with In lieu of structural panels use purl ins to brace all flat TC a 24" OC. Bd Box or Gun (0.113"x2.5",min.)nails s 6" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6(R) 4X6(R) 3X50 &3X5 C C C C ft (A (A( k4000A A) )C 3X5 10 C ) C 1o3X5~ j E I 0-11-1 0-11-1 0-0-8 3X5(E3) 5X5 3X5(E3) = 3XB(E3) III 3X8(E3) R 0t!j1j4 01:1J4 I 12-1-2 I 6-5-11 I 12-1-2 _I 30-8-0 Over Continuous Support `I R=106 PLF U=14 PLF W=30-8-0 Note: All Plates Are 2X4 Except As SDesngn Crit: TPI-2002(STD) ,~"„Q PLT TYP. (Nave C /RT=1.25 1.25 /10 0 7,22 it 1 OH/-/1/1/-/R/- Scale =.1875"/Ft. ••NNMI•.•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INS mmhe no ORACINO. ss TC LL 25.0 PSF REF R2513- 28827 •REFER TO wSI 1-w (BUILDING COMVWJff SAFETY INFOMATHd). PIRLISIWD BY TPI (TRUSS PLATE INSFITUTE. 503 • 0.ONOFRID OR.. SUITE 200. MADISON, RI 52719) AND WEw (MM TRUSS CONCU OF AMERICA, Gaon ENTERPRISE w. a y~ 1 i MADISON. WI 63 19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS BROMISE INDICATED. ? JM ` TC DL 10.0 PSF DATE 03/03/06 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL WAVE A PRU+ERLY ATTACHED ~j RIGID CEILING. • _ e~g W BC DL 10.0 PSF DRW MOUSR2513 06062047 IN, ••INl•mm f••FUMIIsH A COPY OF THIS VES,ON TO THE INSTALLATION CONTRACTOR. ALPINE ENOINEEAND ~ 47L71 1 • BC LL 0.0 PSF MO-ERG PPH/PPE PRODUCTS, HNC- SMALL NOT BE RES "90LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD UK ~ • ALPI NE TRUSS IN CONFORMANCE WITH TPI: on FASU CAVING, MARLING. SHIPPING, INSTALLING S GRACING OF TRUSSES. 1, • DESIGN CONFORMS WITH APPLICABLE PROVISO D6 OF IDS (NATIONAL DESIGN SPEC, BY AFwA) AND TPI. ALPINE CONNECTOR PLATES ARE AIDE OF 20/10H6GA (W,HnM) ASTM A863 GRADE 40/60 (W, K/N.S) DAILY. STEEL. APPLY •~•G'~$T E~•`ss TOT . LD, 45.0 PSF PLATES TO EAd FACE OF TRUSS AID, UNLESS OTHERWISE LOCATED DN THIS DESIGN. POSITION PER DRAWINGS IGOA-Z. 7~ ANY INSPECTION OF PLATES FOLLOWED BY (I) SWILL BE PER ANNEX Aa OF TPIt-ZDOZ SEC.3. A SEAL ON THIS UI OOWIMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY ION THE TRUSS COMMENT ~ ~ DUR. FAC. 1.16 FROM PWG A I"e THE ILITY AND INN ity,Pi Oodwt 3bas~' ;~pIM6 pHOWN. ES1UIER PER A161B/TP1 SEC,IZE OF THIS COMPONENT FOR ANY BUILDING 14 THE RESPONSIBILITY OF TIE ~••S~ NI ~~~Is SPACING 24.0" JREF- 1SV72513Z03 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR, (Q65916-/SLSH Fill in later, OH - F1 30'8" Common) Top chord 2x4 SPF #1/#2 90 mph wind, 26.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TIC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 'W3, 11114, 111115 2x4 SPF #1/#2: psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.080' :Rt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2,080' (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purl ins to brace all flat TC ! 24" OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 5X80 5X8= 10 10 i 3X51k 3X541 V W (A) i 3X80 3X5 (A) 4 (A) 0-11-1 0-11-1 20-0-8 9 3X5(E3)= 2X4 III 5X8° 3X5= 3X5 2X4 II 3X5(E3) 3X8 (E3) II 3XB(E3) 11 1_ 12-1-2 _1_ 6-5-11 _1_ 12-1-2 i-le 30-8-0 Over 2 Supports R=1636 U=209 R=1647 U=209 1N=3.5" ~~/11 r PLT TYP. Wave Design Crit: TC 1/RT°1 (251).25 /10 0 7.22. $ OH/-/1/1/-/R/- Scale =.1875"/Ft. ••INMITO•• TOM ES REWIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING NO !RACING. • • O .D' PSF "REFER TO MCSI 1.03 (BUILDING CONPOIENT SAFETY IN"MMT1AQ. PUBLISHED BY TPI (TRUSS PLATE II/STITUTE. M3 TC LL 25 • REF R2513- 28828 1 MADISON/0 OR.. SUITE ) FOR MADISON. WI 6]719) AND PE (MONO TRUSS COUNCIL OF AMERICA. 6300 UNLESS TMI USE INDICT I.M. HOR SMALL FOR SAFETY PRACTICES S PRIOR TO PERFORMING THESE FUNCTIONS. UTaTED. • MADISON, LTC DL 10.0 PSF DATE 03/03/06 7T1P CIDIID S STALL HAVE PRmERIY ATTACHED STRUCTURAL ?AWLS ANELS AA NOT701 CHOW SMALL HAVE L HAVE A A PROPERLY ID ATTACHED CNNEE IM RlENR~~E~ ~ • RIGID CEILING. BC DL 10.0 PSF DRW MWSR2513 06062046 I nU. INC. SMALL SH A ER PO THIS DESIGN TO THE IN FW1Tla C ;OR. ALPINE EUI THE 5301 • ~ BC LL 0. 0 PSF MO-ENG PPH/PPH FAILURE TO BUILD LD THE M O • PRODUCTS. SNALL CL MOT BE REGPOaRlF FOR ANY DEVIATION FROM SHIPPING. DESIGN; ALPINE OR IN CONIOISANCE WITH TPI: R FABRICATING. HANDLING. SIIIIVINS NN. INSTALLING NG • aBAC11D OF TRUSSES. • OESIOI OONFONIS WITH APPLICABLE PROY151 ONS OF NOS (NATIONL DESIGN SPEC. BY AFWA) AND 1P1. ALPINE CONNECTOR PLATES ARE RAGE OF 20/1R/IA6A (W.H/SM) ASTN A553 MADE 40/60 (W. LI/H,S) GALY. STEEL. APPLY yP~~•• ` 'r TOT T. LD. 45.0 PSF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER OFAVINGS 16OA-2. ? I$'( M • ANY INSPECTION OF RATES FOLLOWED ITT (1) SHALL NE PER ANNEX AS OF TPII-2002 WC-3. A SEAL ON THIS ? S r 1•` Alpine inendProducts Inc. DPoAMrNO INDICATES ACCEPTANCE OF PROFESSIONAL ENDINEERH6 RETPONSINILITY SOLELY FOR THE TRUSS OBYONENT DUR. FAC. 1.15 FROM PWG F.a(dTCity, MO 6M BBUIL 0ING DDEESIGIER PEER5ANS.1;T, 1ANO . USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE A4„~4~i~~ SPACING 24. 0" JREF- 1SV72513ZO3 (065916-/SLSH Fill in later, OH - F2 26'8" Common) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 SPF #1/#2 90 mph wind, 26,00 ft mean hgt ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :w3, w4, 1115 2x4 SPF #1/#2: psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 2.080' Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equalty spaced on member. In lieu of structural panels use purlins to brace all flat TC • 24" Bottom chord checked for additional 20-psf live load in areas with OC. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. k 1 6 i 5X8 5X8a -1 10 10 r 3X5' 3X54 w W (A) 4X6 3X8# (A) 4 - 4- -1 0-1T-1 X20-0-B 3X5(E3) ° 2X4111 5X8= 3X5= 3X5 4X6as 3X8 (E3) 11 2X411 12-1-2 1 6-5-11 I 8-1-2 I 26-8-0 Over 2 Supports R=1337 U=180 R=1371 U=200 ~f q~pl~i PLT TYP. Wave Design Crit: C I/RT 02`25 1.25 /10 0 7.22. ,06 11~• OH/-/1/1/-/R/- Scale =.1875"/Ft. ••MAN1IN- TRUSSES REQUIRE ERIREME CARE OR FABRICATION. WADLND. SHIPPING. INSTALLING AND LANCING. TIC LL 25.0 PSF REF R2513- 28829 REFER TO SCSI 1-M (BUILDING COMPONENT SAFETY IRFOUBATIGN). nMISKU BY TPI (TRU S PLATT INSFITUR, SN3 O CNOFRIO ON., SUITE 2200, MADISON, WI 53719) AND RFCA (NOW TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE LN, OTT L. ~ MADISON. n 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FRICTIONS. UNLESS 01MIWISE INDICATES, • TIC DL 10.0 PSF DATE 03/03/06 Tro CHOIR SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 60174 CHOW SHALL HAVE A PROPERLY ATTACHED .2 filtV/fN{ ~U ~ W RIGIO CIILIN6- i/IIA BC DL 10.0 PSF DRW MOUSR2613 06062036 ""IOrOOTAIT-FIRM11S11 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 53031 Q !(f f LL 0.0 PSF 0-ENG PPH/PPH PRODUCTS, INC. SHALL NOr BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 711E ALPINE TRUSS IN CONFORMANCE WITH WI; ON FABRICATING. HANDLING. SHIPPING. INSTALLING A OWING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NRTIGNAL DESIGN SPEC, BY AFSPA) AMC TPI. ALPINE •~C/S,r ~~~•r ` TOT. LD . 45.0 PSF CONNECTOR PLATES ARE M11oE OF 20/10/1BOA (W.H/S/N) AM A663 TRADE 40/60 (W, R/H.S) OALY. STEEL. APPLY ~ • PLATES TO EACH FACE 71M158 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. I • _ _ -OO,r ANY INSPECTION OF PLATES FOLLM90 MY (1) SIVILL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS o' ~I~ypl:E¦(-L" \AiFFVNS A memodProduct%,Inc. 9~ICATES~ACCEIRANCE,OF PROFESSIONAL o INGlm ZAINGTRS~~AMYIBILITYI SOLELnrFOR THENTTRR~ICON~ DLIR. FAC. 1.15 FROM PWG T>aaiTCity, MO63045 BUILDING OESIGNERPER ASI/TPI ISEC. 2. •h~Woloist0" SPACING 24.0" JREF- 1SV72513ZO3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUNITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - FSGE2 26'8" Common) Top chord 2x4 SPF #1/#2 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x6 SP #1 :B2 2x6 SPF #1/#2: plot details for special positioning requirements. Webs 2x3 SPF(S) Stud :w1, w2, w6, w7, C9, C11, C13, C17, C19, C20 2x4 SPF #3: 90 mpphh wind, 26.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located :w3 2x10 SP #1: :w4, w5, N8 2x4 SPF #11#2: :w9 2x6 SPF #1/#2: anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 :Lt Slider 2x4 SPF #3: BLOCK LENGTH = 1.973' psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. --(LUMBER OUR.FAC,=1.15 / PLATE DUR.FAC.=1.15) TIC - From 76 PLF at 0.00 to 76 PLF at 26.67 See DwG$ A10030EE0405, GBLLETINO405, a GBLBRSTDO405 for more BC - From 110 PLF at 0.00 to 110 PLF at 14.43 requirements. BC - From 150 PLF at 14.43 to 150 PLF at 18.26 BC - From 110 PLF at 18.26 to 110 PLF at 26.67 (A) #3 or better scab brace. Same size b 80% length of web member. BC - From 90 PLF at 26.67 to 90 PLF at 26.79 Attach with 10d Box or Gun (0.128"x3",min.)nails • 6" OC. In lieu of structural panels use purlins to brace all flat TC 6 24" OC. Bottom chord checked for additional 20-psf live load in areas with 2X4('•} 111 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. } t 5X8- 5x8=- 3X5 % C11 3X8@ 10 ill C w C 5X8 10 A C 3X5 W1 w w4 4- -1 0-11-1 .20-0-8 6X12= 7X8= 4X6(R)BIII 5X8(R) III 8XB (E1 } = 3X5 III 3X5 III I 12-1-2 I 6-5-11 I- 8-1-2 _I LIE 26-8-0 Over 2 Supports R=620 PLF U=118 PLF W=4-5-0 R=2376 U=451 Note : A l l Plates Are 2X4 Except As Shown. ,4444144pN! So P140, Design Crit: TPI-2002(STD) PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22.1~I OH/-/1 /1/-/R/- Scale =.1875"/Ft. EfIER T TRUISSES (BUILDING, AG, [YIE CAME IN FABRICATION. WAXING, SHIPPING. (TRUSS PLATE AID BRAI TC LL 25.0 PSF REF R2513- 28830 .DETER TO SCSI 1SUITE COMPONENT NO SAFETY INFORMATION). PUBLISHED BY TODD ATE IRREIMEI GIGS MADISON. DR.. ED 200. D. MADISON. S7TO P[G (RIND TRVSS COUNCIL OF . AMERICA. BB00 EMEEDI. Ey # TOP G~ SMALL19HAVE E%t PRACTICES CO[s PRIOR TSTMCTURAL~PANELLS AM 8TIUE 017011 O"DDf SSSMALL HAVE A ERLYINDICATED. IATTTTC DL 10.0 PSF DATE 03/03/06 RIGID CEILING. n BC DL 10.0 PSF DRw MOUSR2613 06062049 -IWWF--"FABISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 5301 PRODUCTS. INC. SMALL ME BE RESPONSIBLE FOR ANY DEVIATION FROB THIS DSSIGI; ANY FAILURE TO BUILD TIE BC LL 0.0 PSF MO- ENG PPH/PPH ALPINE T1I155 IM CONFORMANCE U17H TPI; ON FABRICATING. HANDLING. SNIPPING. INSTALLING A BMCMMG OF TRUSSES. ?f DESIGN CMWON5 BOTH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE COBECTOI PLATES ARE IMOE OF 2O/1811641A (W.R/S/D) ASTN ASST GRADE EO/BO (R. DIM GO OIILV. STEEL. APPLY ? G/ST TOT. LD . 45.0 PSF PLATES TO EAOI FACE OF IBM AID, UNLESS 011ERBISE LOCATED M THIS DESIGN. POSITION PER DRAWINGS 11113A.2. ,/I a?D?? •.a~~ ~M ANY INSPECTION OF PATES FOLLOVIED BY (I) SMALL BE PER AVM A3 OF TPII_2002 SEC.3. A SEAL ON TNMS ^~Y OUR.FAC. 1.15 FROM I_¦ 7yNG i,eEng F.oducts Im OWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOL[LT FOR TIE TTMSS COMPONENT L/~'I]~7L L "~b DESIGN ILDING DESIGNED PER N61BBILIT1 SAND EC, USE OF THIS COMPONENT FOR ANY BUILDING IS M[ RESPONSIBILITY OF TI! ",egotist, 44~ Eirth City, MO 63045 BU SPACING 24.0" JREF- 1SV72513ZO3 TEAS DEC PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (065916-/SLSH Fill in later, OH - F Piggybacks 6'S"11) Top chord 2x4 SPF #1/#2 90 mph wind, 32.39 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Rot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and Refer to DWG PIGBACKA1103 or PIGBACK81103 for piggyback details. 1.50 leeward factor. s 4x6= 10 10 2X (B1) = 2X4 III 2X4 (B1) -2-7-5b I_ 2-7-5 -1- 2-7-5 _I -----6-5-11 Over 3 Supports - > R=5 U=180 W=5.467" R=5 U=180 W=5.467" R=98 PLF U=36 PLF W=5-2-9 PLT TYP. Wave Design Crit: TC I/R002(25(1).25 /10 0 7.22 OH/-/1/1/-/R/- Scale =.5"/Ft. -'E MIM" TR/GSES RMIRE EXTREME CAE IN FABRICATION. INVOICING. SNIPPING, INSTALLING ABU rMLING. TC LL 25.0 PSF REF R2513- 28831 REFER TO OCS1 1-03 (BUILDING COMPONENT SAFETY INFORMATION). KMOMM NY TPI (TRUSS PLATE INSTITUTE. 503 D'ONWHIO OR.. SUITE 200. MADISON. NO 67719) AM MCA (WOO ARKS COUNCIL OF AMERICA. WOO ENTERPRISE LN AY MADISON. NI 66719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TIES2 FUNCTIONS. UNLESS OTIERNISE IWICIITED. N•E TT L. _ TC DL 10.0 PSF DATE 03/03/06 TOP CIDID SMALL HAVE PROPERLY ATTACHED STNIICIUM PAWLS AMID WfTbl OOM SMALL HAVE A PIIOP2RLY ATTACHED NN uAU /yA RIGID cEIaING. _ F~ENNNULLMAAALLLL,ESE1nn Gi BC DL 2.0 PSF DRW YDUISR2613 06062050 "1MMMrANT-F1fNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONFRAMOR. ALPINE ENGINEERED IN LPPLPT/NF AI,.~R- PRODUCTS, INC. 96ILL NOT BE RESPCISIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD THE VOr ~1 BC LL 0.0 PSF MO-ENG PPH/PPH ALPINE IRKS IN WNFORMANCE WITH TPA; OR FABRICATING, HANDLING, SHIPPING, INSTALLING i BRACING OF TRUSSES. DESIGN COWOIBLS WITH APPLI CARf PAOYISI ONS OF M0S (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALP' ME CarNECTOR PLATES LIRE WOE OF 2011WIWA (B.H/S/N) ATTN ASSS GUIDE 40/GO (B. IVH.S) DALY. STEEL. APPLY , K~KV,c~G • ~fG/L_` ON' TOT. M. 37 .0 PSF PLATES TO EACH FACE OF TRUSS AND, UNLESS OIKMISE LOCATED GM THIS DESIGN, POSITION PER ORANI IRIS IGOA-Z. GG.. .E V ~r AM IMSPECTIGITEAOF PLPER ATES N6FOLLOWED m 0) SMALL OE PEA LANES Al OF TPII-2002 SEC.3. A SEAL ON THIS ROD Alpinolm$IDCC[CdP(OdUCL4 ADC. ~D NG SHOOE911GMTIRE IRPIT7 gND USEIOF TIISGIOMPOENTRFOR ANYOBUILLDDING 19 THE RRESPPOONTSIB~iLI T1ME Earth City, MO 6 5 ••,C~/~~ f`¦ t G~, OUR, I N$ 2410" JREFI- 1SV72513Z03 THIS ON PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - F-GE Piggyback 6'5"11 Gable) Top chord 2x4 SPF 0/#2 90 mph wind, 32.39 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TIC DL=6.0 psf, wind BC DL=1.2 Webs 2x3 SPF(S) Stud psf. Gable end supports 8" max rake overhang. See DWG GBLLETIM0405 for more requirements. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0,00 windward factor and Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. 1.50 leeward factor. 4X6 = 2X4 II 2X411 10 F 10 2X (B1) = 2X4 (B1) 2X4 II 2X4 II 2X4 III -2-7-5--~ I_ 2-7-5 2-7-5 -J 6-5-11 Over 3 Supports > R=22 U=180 W=5.467" R=22 U=180 W=5.467" R=85 PLF U=35 PLF W=5-2-9 Design Crit: TPA-2002(STO) OH/-/1/1/-/R/- Scale =.5"/Ft. PLT TYP. Wave C /RT=1.25 1.25 /1O 0 7.22. ea ••rAMMMMIG-• TMUSSES BEMIRE E"WAE CARE IN FABRICATION, HM/DLINO, SNIPPING, INSTALLING NO BNC G. TC LL 25.0 P$F REF R2513- 26632 REFER TG 9CSI 1.03 (BUILDING COIWOIENf SAFETY INFORMATION). FWLISNED RV TPI (TRESS PLATE INSTITUTE. 663 D•INWIO OR.. SUITE 200. rA015011, WI MA 63719) NO MICA (HOOD TRUSS COLIMCIL OF AMERICA, 63M ENTERPRISE LN, TC DL 10.0 PSF DATE 03/03/06 DISON, 94 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. BILKS OnERWISE INDICATED, TOP CROWD SHALL MINE PROPERLY ATTACHED SMICTDRN. PANELS AND BOTTOM CHORD S191LL HAVE A PROPEALV ATTACHED RlolG 11MIT CEILING. ° BC DL, 2.0 PSF DRW MOUSR2613 06062051 ••MMPOMETmIY-FINNISH A COPY OF THIS DESIGN TG TH! INSTALLATION CONTRACTOR ALPINE ENGINEERED 1 t Vf BC LL 0.0 PSF MO-ENO PPH/PPH PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR AMY DEVIATION ROM THIS OESIGI: ANY FAILMNE TO BIILG DR ALPINE TRLBS IN CONFORMANCE WITH »I: OR FABRICATING. IAEDLIIG. SHIPPING. IMSTALLMMG A BAcIMs OF TRUSSES. DESIGN OOMTOWNS WITH APPLI CAB.[ PROVISIONS OF NOS NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/19/160L (W,H/S/X) ASTW ACAS) GRADE 40/80 IN. IL/H.S) GALV. STEEL APPLY ~A ST ~~Q `+(r TOT. LD , 37.0 PSF PLATES 70 FACH FACE OF TRIM AND. UNLESS QDEMTISE LOCATED ON THIS DESIGN, POSITION PER DRA91NG5 1fMAd. y( AMY IMSPED7ION OF PLATES fOLIOW[O BY (I) SMALL GE. PER ANNEX Al Of TPI1-2002 SEC.1. A SEAL ON THIS P1MG • ~M+~ OUR. FAO. 1.15 FROM Alpine ElgineerodProd UCts Inc. DNwIND I101CATrs ACODTNICE OF PROFESSNOML EMGIIEERIIG IIESPOISIBILNTr saFLT FOR THE 7111195 COMPONENT PERwAISIAPITI SSIAND ECC I ZE OF THIS COMraIEFrr Fa ART Bu1lOIN6 IS THE RESPONSIBILITY OF THE Earth City, MO 6W4 SH. TIRE A ;,N~~E SPAC I NG 24.0" JREF- 1 SV72513103 THIS DMi PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. (065916-/SLSH Fill in cater, OR - G 35' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 16.25 ft mean ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.4E: anywhere in roof, CAT 11, EXC, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :w4 2x4 SPF #1/#2: psf. :Lt wedge 2x4 SPF #3::Rt wedge 2x4 SPF #3: (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0,00 windward factor and 1.50 leeward factor. i 5X5= 3X5 0 3X5a 3X50 3X5 w 2X4 MA 8 r- (A) (A) -1 8 0-6-0 O-6-0 1 T ~1o-1-z 6X6(63)= 3X5= H0308= 825X8 H0308= 3X5= 6X6(83) ohs o-~s 17-6-0 I_ 17-6-0 _I 35-0-0 Over 2 Supports `I R=1984 U=180 W=3.5" R=1986 U=180 W=3.5" Design Crit: TPI-2002(STO) >,~`~t1~`t~10 PLT TYP. 20 Gauge HS,Wave C /RT=1.25 1.25 /1Q 0 7.22 91k -%L 7 OH/-/1/1/-/R/- Scale =.1875"/Ft. IM" TRUSSES 116010111E MMME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND WMCIN6. + TC LL 25.0 PSF REF 112513- 28633 REFER TO IICSI 1-03 (BUILDING COMPONENT SAFETY INFOINLTIO PIA LISKD BY TPI (TEAM ftn" INSTITVIE. 603 y D'ODFRIO OP., SUM 200, WAISON, 91 S371° AID WCA (WOOD MUM COUNCIL OF AMERICA, GOOD EN7ERRII ;E IN. ~ + L'~1 TC DL 10.0 PSF DATE 03/03/06 IYIDISON. Ill 63718) FOR SAFETY PRACTICES PRIOR TO PERFORNING THESE FUNCTIONS. IRILESS OMFIVISE INDICATED, : RMtAN OC TOP CHORD SHALL HAVE PROPERLY ATTACHED STRVCIUTAL PAMLS AND BORON CROWD SHALL HAVE A PN01`D6Y ATTA0. 0 RIGID CEILING. _ 1 + W BC DL 10.0 PSF MW MOUSR2513 05062037 ..IMPORTANT' 'FINNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. SWILL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILIAE TO BUILD TIE (GDR/III ~ BC LL 0.0 PSF MO- ENG PPH/PPH ALPINE TN16S IN COIFORBANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING A BRACING OF TNASES. [w-. w DESIGN OONFORIS WITH APPL CABLE PROVISION OF IDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE Y/ G~A+ ` CONN-10111 PLATES ARE WAGE Of 2O/18/I6ON (W,K/S/K) ASTN ABU OWE 30/60 (W, IvH,S) GALV. STEEL. APPLY I~ S f `DOD ALL TOT. LD . 45.0 PSF PLATES TG EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRATRNOS 1BDA-2. ? Ate- - MY INSPECTION OF RATES FOLLOWED BY (1) SHALL BE PER AMU A3 OF TPII-2072 SEC.3. A SEAL MIN THIS e1m l,`"g~ed P._A..-h lw. DIMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 10.1155 COMPONENT DUR. FAC. 1.15 FROM PWG •"r",b}sazth city, MWOLR6.3a45 DESI 1~ %ON.M60TH SUITABILITY AND USE OF THIS COMPONENT FOR MY BUILDING 15 THE RESPONSIBILITY OF THE ,1111/f/Pill/tt, SPACING 24.0n JREF- 1SV72513ZO3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH --•FIII in later, OH - G-GE 35' Gable) Top chord 2x4 SPF #1/#2 90 mph wind, 16.25 ft mean hhggt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC OL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud psf. :CB, C9, C10, C11, C15, C16, C17, C18 2x4 SPF #3: :C12, C13, C14 2x4 SPF #1/#2: See DOGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more requirements. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. i s 5X5 3X50 3X5 C C C C C C C (p - 7 C C (A (A (A ) ) ) C, 1 o-s-o o-s-o t 10-1-2 3X5 3X5=- 3X5 a 3X5{61 ) ;m = 0 a 0 8 17-6-0 17-6-0 35-0-0 Over Continuous Support R=96 PLF U=5 PLF W=35-0-0 Note : A l l Plates Are 2X4 Except As Shown. Design Crit: TPI-2002(STD) PLT TYP. Wave /RT=1.25 1. OH/-/1 /1/-/R/- Scale =.1875"/Ft. 25 /10 0 7.2 .q•Ep1110- TRUSSES REWIRE ENTREIE CARE IM FANIIGITION, HANDLING, SNIPPING, INSTALLING AND 0101CM. REFER TO SCSI 1-03 (BUMMING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRW PLATE I4I7ITVIE. SBA TC LL 25.0 PETPSF $F REF R2513- 28834 O'OlOFR10 DR.. SUITE 200. MADISON. MI S3710) AND WMA, (NOON TRUSS OOLRICIL OF AMERICA. WOO ENTEIiRISE IN. : • _ ~ TC DL 1D.V DATE 03/03/06 MADISON. OI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE F1111CFIONS. UNLAW OTMWISE IIOIGTEb, s • Rp~~y~Au . TOP CHORD SWILL RAVE PRWERLY ATTACHED SUBICIVAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ARACHED + • nw11~1 la CA/F RHGID CEILING. • MEEM S DL 10.0 PSF DRw MOUSR2513 08062052 ALPINE PRODUCTS, INC. N~SNKL I AIDE A O COPY OF THIS DESIGN TO RESPONSIBLE FOR AM DEVIATION TFMOR THIS CDF~rOR. AN FAILURE TO BUILD THE • ~ UBCC LL 0.0 PSF MO-ENG PPH/PPH NPINE. ENGINEERED TRUSS IN CONFOM1ANCA WITH TPI; 09 FABRICATING. IWMLING, SHIPPING, INSFALIHD A BRACING OF IMMES. I Y DESIGN WNFORMS WITH APPLICABLE PROPISIOIS OF IDS (RATIONAL DESIGN SPEC, BY MARA) AND TPI. ALPINE Comm PLATES ARE MADE OF m/IB/TWA (W,"/S/11) ASTM 11063 GRADE AD/BO (W. H/N,S) SAM STEEL. APPLY • sTE~~•ar_ O TOT. LD. 45.0 PSF PLATES TO EAOR FACE OF TRUSS AND, UNLESS OTHERWISE MATED ON THIS DESIGN. POSITION PER DRAWINGS 1-2. , • • • Alpineingmcered ANT IMSPECIION OF FOL O OFD ITT SHA ALL BE PER ANNEX of TP11-zoai S-CT A SEAL ON, BOA THIS s'O~Yy DUR. FAC. 1 .15 FROM PWG F -M. - L ENOIME ANE OF17PI-Y 2 SE. FOR THE TRUSS I ON, AL V OGI NW~,1y,J yW"}~11N LIMO NDIONTOF ATE E EBEIhCIty. Mr, O6 'S DESIGN SHMNIOfFR HEERSUITABILITY Sl DEC USE OF THIS COMPONENT FOR AM BUILDING ES THE RESPONSIBILITY OF TIE ICI ,+,f+"t`,t' SPACING 24.0" JREF- 1SV72513ZO3 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - G-GIR 35' Common Girder) Top chord 2x4 SPF #1/#2 2 CWLETE TRUSSES REQU 1 RED But chord 2x10 SP #1 Webs 2x4 SPF #3 :11117 2x4 SPF #1/#2: Nailing Schedule: (0,131"x3"_Gun_nails) Top Chord: 1 Row 910.25" o,c. SPECIAL LOADS Bot Chord: 1 Row 0 4.50" o.c. --(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) Webs : 1 Row • 4" o.c. TC - From 74 PLF at -0.54 to 74 PLF at 17.58 Use equal spacing between rows and stagger nails TC - From 74 PLF at 17.50 to 198 PLF at 33.21 in each row to avoid splitting TC - From 74 PLF at 33.21 to 74 PLF at 35.00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun-nails ON BC - From 5 PLF at -0.54 to 5 PLF at 0.00 THE BOTTOM CHORD ONLY. BC - From 20 PLF at 0.00 to 20 PLF at 33.21 BC - From 460 PLF at 33.21 to 460 PLF at 34.71 90 mph wind, 16.25 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC - From 20 PLF at 34.71 to 20 PLF at 35.00 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 BC - 3080 LB Conc. Load at 33.21 Psf• Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. 3X50 5X5= 3X5! 3X5 3X5 j i 6 j r 3X5 3X5 3X8- 3X8* 8 i 0-6-0 0-6-0 1 10-1-2 4X6(A1 } = 4X6 III 3X5 8X8= 3X5= 5X8 3X5- 8X8= 3X5= 4X6111 4X6(A1) 0-B}8 20-5-12 '1 _I 17-6-0 1 17-6-0 35-0-0 Over 3 Supports R=1099 U=180 W=3.5" R=2962 U=198 11=3.5" R=4339 U=277 1111=3.5" Design Cr i t: TP I -2002 (STD) !f S , 6 PLT TYP. Wave C /RT=1.25 1.25 /10 O 7.22. ' OH/-/1/1/-/R/- Scale =.1875"/Ft. ••}WIwO•• TRUSSES REQUIRE EXTREME CARE IM FABRICATION. HANDLING. SNIPPING, INSTALLING AID I CIM. •i TC LL 25.0 PSF REF R251 3- 28835 REFER TO Mxl 1-03 (BUILDING COMPONENT SAFETY INFOIBIATIOM). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, NS O'OGFR10 DR.. SUITE 700, MADISON, 111 62718) AND UICA (NDOO TRUSS COUNCIL OF AMERICA. Ratio ENTERPRISE lR. NAGIS011, n 63 19) FOR SAFETY PRACTICES PRINT TO PERFOB111N THESE FUNCTIONS. UNLESS OTHERWISE IIOIGTED. ` Atl TC DL 10.0 PSF DATE 03/03/06 TOP CHOW SHALL HAVE PROPERLY ATTACHED STRVCIIROLL PANELS AID BOTTOM CHINO SHALL HAVE A PROPERLY ATTACHED 17VIls ~ y a RIGID CEILING. a ~M~t W BC DL. 10'.0' PSF DRW MOUSR2513 06062053 "IMMRTAlIff-FUNIHSH A OOPr OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3 PRODUCTS, INC. SHALL Nor BE RESVaOIINE FM ANY nvuTIOl saor THIS DESIGN; ANY FAILI/U TO BUILO THE ° Q ~a ALPINE a . O PSF MO-ENG PPH/PPH TRIES IM CONFORMANCE WITH TPI; DR FAICATINOS HAHOLIMB . SHIPPIMD, INSTALLING B BRACING OF TRUSSES. BC LL DESIGN CONFORMS BOTH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE Q. • .LD. 45.0 PSF COME TM PLATES AM MADE OF 2071B716GA (W,H7S7X) ASTM A662 GRADE 40/50 (W, XIH,s) CALV. STEEL. APPLY T O G'/STE ~N OT PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS GESITM, POSITION voe Our,NGS IOMA-7. 60. , A N _,H ~L,_~ MY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER AMEX AS OF WIS-2002 SEC.]. A SEAL ON THIS OUR. FAC. 1 15 FROM PwV T"t A e F ed Pf0(IUCIS Inc. ONNIMG INDICATES ACCEPTANCE OF PRSEC. OFESSIONAL ENGINEERING RESPONSIBILtn SOLELY FOR THE TRUSS COMPONENT F ily,MO6 5 B~iIiiOIMOaDf51GNFR PER AMSIn%~ USE OF THIS mlPaExr FOR ANY euNIDIMG IS THE RESPONSIBILITY OF THE ,,IP, llfll~!`~'! SPACING 24.0" JREF- 15V72513Z03 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUNNITTED BY TRUSS MFR (Q65916-/SLSH Fill in later, OH - H 14' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 23.37 ft mean hgt, ASCE 7-02, CLOSED bidg, Located Bat chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. Bottom chord checked for additional 20-psf live load in areas with Right end vertical not exposed to wind pressure. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6; I ~e I 2X4 3XS- e F- 3-2-10 0-6-0 20-0-8 5x8= 3X5 (81) = 2X4 Q o V 9-0-7 4-11-9 _i 14-0-0 Over 2 Supports ~I R=831 U=180 W=3.5" R=652 U=180 W=3.5" Design Crit; TPI--2002(STD) F+ Q PLT TYP. Wave C /RT=1.25 1.25 /1O 0 7.22 OH/-/1/1/-/R/- Scale =.3125"/Ft. ••MAM,N•• TRUSSES REWIRE EKrREE GIBE IN FABRICATION. HANDLING. SNIPPING. INSTALLING ND OWING- • TC LL 25.0 PSF REF R251 3- 28836 REElR'TD WC91 T-OS (BUNLONI6 COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS MACE 116TnLU1E. Sea • 1 D•OMOPRIO IR.. SUITE mo. MADISON, NO 53719) AID WCA (MOOD TRUSS COUNCIL DP AMERICA, NOW ENTERPRISE LM. ~ 7[ TC DL 10, 0 PSF DATE 03 03/06 MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNIISE INDICATED. TOP GRID SMALL HAVE FMOPEALT ATTACHED STRUCTURAL PANELS AID BOTTOM CHOW SMALL NNE A PROPERLY ATYACNED I+N RIGID `E'LIN°. W,. 8C DL 10.0 PSF DRW MOUSR2513 08082038 IMMRTAMT••FINUISN A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACIOR. ALPINE ENGIN£FAED . VO•~~ r BC LL 0.0 PSF MO-ENO PPH/PPH PRODUCIS, INC. SMALL MOT OP RESPONSIBLE fOR AMY DEVIATION FROM THIS OES 1011: AMY FAI LURE TO NIILO 71E ALPINE TRUSS IN CONEmrwDE VIEW TPI: OR FNRIaTINS, WAXING. SNIPPING. INSTALLING A IMMING OF TRaSES. • DESIGN COMPRISES ¦nN APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPEC, MY KVA) AND TPI. ALPINE `4 ` • /T CONNECTOR PLATES Aft MADE OF 2O/IW/IBBA (B.WVK) ASTS ABS3 MADE 40/60 (W, ",S) GILV. STEEL. APPLY /S~ L E~• CA TOT . LD , 45.0 PSF PLATES TO EACN FACE OF TRUSS AID. UNLESS ODERWISE LOCATED OI THIS DESIGN, POSITION PER DRAWINGS 1BCA-Z. 7 • T.,,, NIA 1114PE":011 OF PLATES FOLLOWED ST ti) SMALL BE PER ARIES AS OF TPII-2002 5EC-3. A SEAL ON THIS A, `a? Algna)llgDx+ WPmducl3 Im MSiGN SHM THE SUITABILITY NO USE OF THIS COMPONENT FOR ANY RESPONSIBILITY ING~HSLTHE RESPONSSIBIILLITY TIDE 0 OUR. PAC. 1.15 FROM PWG 1 SEC- 1. FBRIT City, MO 6W4 BUILDING GIIEA SPACING 24.0" JREF- 1SV72513Z03 7HIS M PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR. (Q65916-/SLSH Fill in later, OH - H1 14' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 23.55 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=8.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. Bottom chord checked for additional 20-psf live load in areas with Right end vertical not exposed to wind pressure. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6 I 6 r- 8 { 2XV41 3X5 3-2-10 06- 20-0-8 3X5(B1) 5X8= 2X4 IN 9-0-7 4-11-9 14-0-0 Over 2 Supports R=773 U=180 R- 3 U-180 W=3.5'* Design Crit: TPI-2002(STD) bp~Ww+ PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 ,i, OH/-/1/1/-/R/- Scale =.375"/Ft. '-MARMIMM-• 3MMES MOIIIRE EIUREK CARE IN FABRICATION. IIANILING. SNIPPING, NISTALLIIIG AM BRACING. e TC LL 25.0 PSF REFOI TO Ie51 1-03 (BUILDING CNNFOK T SAFETY IKORMTION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 3W 'y • ~0 REF R2513- 28837 B ONWRIO B".. 1917E zoo. MADISON. PIUM I67TH) AND WCA ND TRINES COUNCIL FUNCTIONS, AMMICA. 63M UNLESS OTHERWISE ENTERPRISE SMLM. ? ~ ~ L. TC DL 10.0 PSF DATE 03/03/06 NIDISON BI 3719) FO1 SAFETY ETY ATTACC[4 PRIOR TO PUF P THESE M CHORD ICA CATED, i TOP CHORD SMALL HAVE PROPERLT ATTACHED SIRIICTORAL PANELS MILS AM BOTTOM OIOID SMALL HAVE INVL A PROPERLY IND A PROPlNLY AITAORD • ~f1RWAN = L3: RIGID CEILING. ` c'~ BC DL 10.0 PSF DRW MOUSR2513 06062039 ~ ~1MPO~rANTAAFIRNISN A CONY OF THIS DESIGN TO TNO INSTALLATION CONTRACTOR. ALPINE ENGINEERED M Y/07 i W vRmucTS, INC. SMALL HOT RR RESPONSIBLE FOR ANY DEVIATION FNGB THIS DESIGN; ANY FAILURE To BUILD THE L O r UJ BC LL 0.0 PSF MO-ENG PPH/PPH ItI ALPINE - TRUSS IN OOKFORRAxcE WITH TPI: OR FABRICATING. MAXIM. SNIPPING. INSTALLING P BBICING OF TRUSSES. • ! DESIGN OONFOMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE ~r TOT . LD. 45.0 PSF CONNECTOR PLATES WIRE BAR OF zone/16M (W.N/SAI) ASTB RAW GRME 40/00 (W, K/N,S) DALY. STEEL. APPLY PATES TO FAOI FACE OF TRUSS AND. UNLESS OTIERWISE LOOTED ON THIS DESIGN, POSITION PER DRAWINGS 1DDA-Z. rEQP•O ~~~N~~~L~~ ANY INSPECTION OF FATES FOLLOWED BY (R) SMALL BE PER OOEN AT OF TP114009 SEC. S. A SEAL ON Tins j~~{ /'L{~ Alpine FitginoeredPtoducts Inc. ORAWING IIOICATES ACCEPTANCE OF PROFESSIONAL ENSIKERISO RESPONSIBILITY SOLELY FOR THE TRINES COIPONE" DUR. FAC. 1.15 FROrr1 PWG / UnhClty, MO 9 3 OGES1 THE FILOING 0M DESIGNER PER N61B/TPIT1 MSEC. 2. O USE OF THIS COMPONENT FOR ANY BU TIDING IS THE RESPONSIBILITY OF THE SPACING 24.0" JREF- 1SV72513ZO3 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (065916-/SLSH Fill in later, OH - H-GE 14' Gable) Top chord 2x4 SPF #1/#2 90 mph wind, 23.37 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bat chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TIC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud :1111 2x4 SPF #3: psf. See DOGS A10030EE0405, GBLLETINO405, & GBLBRSTD0405 for more Right end vertical not exposed to wind pressure. requirements. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6=- 8 6 F 1 3-2 10 0-6-0 3X5(B1)a 0t6 I_ 9-0-7 4-11-9 _I 14-0-0 Over Continuous Support R=97 PLF U=13 PLF W=14-0-0 Note: All Plates Are 2X4 Except As Shown. p?,i?y? Design Crit: TPI-2002(STD) t- PLT TYP. Wave /RT0 .25 1.25 /10 0 7.2 ~N 7 OH/-/1/1/-/R/- Scale =,3125"/Ft. 6011MINB-4 TRUSSES REQUIRE E97MME CAE IR FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. , e TC LL 25.0 PSF REF R2513- 28838 REFER TO 8=1 I-0.i (BUILDING COGNOIERT SAFETY INFORBATION). PUBLISHED BY TPI (TRIPS PLATE INSTITUTE. 683 D'aNFR1O DR.. SUITE 200. MADISON. RI 63719) NO REG (ROOD TRUSS COlA1Lil of ABRRIG. 8100 ENTERPRISE IX. TT L. ~j TC DL 10'.O PSF DATE 03/03/06 MADISON. RI 63718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTIEIIBISE INDICATED. 7i TOP CHORD SHALL HAVE PROPERLY ATTACHED S7MKFIRAL PANELS NO TOTTER! CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. 5 Mi = W BC DL 10.0 PSF DRW M10USR2513 06062040 ..IM~ORTi1MT• SHALL NO A COPY OF THIS FDESIGN 10 THE OR ANY INSTALLATION I L' DESIGN; EID IIEfIRE BC LL 0.0 PSF MO-ENG PPH/PPH ROOVC. INC. 9W1LL JIOf BE RESPONSIBLE FOR ANY Y , EVHAN LION FROM FROM 7PPI G. INS; ANY FAILURE LURE T 7O BUILD TEE ALP1NE P TRH65TSIN BR FABRICATINGG. /1ANxlIG. sx IPV11G IN$7ALLING IG A BRACING OF TRUSSES COGFORYANCE WITH TPI: DESIGN OOMFONS BIOH APPLICABLE PROVISIONS Of iDS (NATIUML DESIGN SPEC, BY AFUPA) AND TPI. ALPINE + a w CDMICTBR MATES ARE MADE Of ZD/18/16" (N,HA/H) AM 11853 bUDE EO/BO (M. PALS) G1LLV. STEEL. APPLY ST E~0 TOT . Lp , 45.0 PSF PLATES TO EACH PACE OF TRUSS AID. UNLESS OTWMISE LOCATED ON THIS DESIGN, POSITION PER DRANINGS IGOA-Z. • ~~~~a~G~• ANY INSPECTICN OF PLATES FOLLCAEO OY (1) SHALL BE PER ANYEI A7 OF 7PI1-2002 SEC.3. A SEAL ON THIS BBQ~~~~' L~ Aiplnc Fngirxwod M063b4 5 ~ ~GING INDIORTES ACCEPTANCE OF I SEC. 2. TIE 8018, t',~~00, `R FAC . 1 . 15 FROM PING RRESPOMSSISInL17Y OFN EE~~- OSEIGNCR H ER SUIT BLITY ~ USE OF THI SCOMPOENTRFOORR MYBBUIIRIM FOR THE Ekth SPACING 24.0" JREF- 1SV72513ZO3 THIS ONG PREPARED FROM COWUTER INPUT (LOADS i DIMENSIONS) SUNITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - 1 19'3"B Mono) Top chord 2x4 SPF #1/#2 90 mph wind, 16,84 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :W4, W5 2x4 SPF #1/#2: psf• :Rt Bearing Leg 2x4 SPF #3: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. i 4X60 3X5 3-415 3X5 X20-0-B 3X5 2X4= a r A) - 0-6-0 10-1-2 IF 5X5(61)- 2X411 3X5° 3X5 (R) III 3X5= 0-ki a --19-3-8 Over 2 Supports - R=977 U=180 W=3.5" R=1001 U=180 W=3.5" Design C r i t: TP I -2002 (STD) O PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 OH/-/1/1/-/R/- Scale =.125"/Ft, •~tAM111~Y•• TRUSSES REQUIRE EXTREME CINE IN FABRICATION. HANDLING. SHIPPING, INSTALLING NO BRACING. REFER TO MCSR 2-03 (BUILDING COMPONENT SAFETY INFCR TIOR). PUBLISHED BY TPI (TRIG PLATE IMSTITU7E, 583 , * SCOTT TC LL 25.0 PSF REF R2513- 28839 D'OMOFRIO IN- SUITE 100, MADISON. BI $3719) ND WICA (GOOD TRUSS COUNCIL OF AMERICA. 6300 ENFERPRHSE LM, M OISON. WI 53710) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TIC DL 10.0 PSF DATE 03/03/06 TOP CHOW SHALL HAVE PROPERLY ATTADRO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED CH A~ RIGID CEILING. = E•F• BC DL 10.0 PSF DRW MOUSR2513 06062054 E• IWO"Wiff -FIRIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • PRODUCTS. INC. SHALL NOT BE RESPINSBOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0111110 TIME ~ Apr. 2j BC LL 0 . 0 PSF 1110- ENG PPH/PPH ALPINE TRUSS IN CONFORMANCE MIT" TPA; OR FABRICATING. HANDLING, SHIPPING. INSTALLING A SWING OF TRUSSES SPEC. BY AFNAA) AND TPI. ALPINE • DESIOI CONFORMS WIT" APPLICABLE PROVlslaxs OF 1018 (NATIONAL DESIGN CONNECTOR PLATES ARE MADE OF 20/18/156A (W."/S/N) ASTU A653 BADE 4016D (W, "/",S) GALy. STEEL. APPLY •G/ST E /E_ TOT. LD. 45.0 PSF PLATES HO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OESIOI, POSITION PFR ORARINGS 100A-Z. I~ •••B/j v ~r E~ AMY INSPECTION OF RATES FOLLOWED BY (i) SHALL BE PER AWEX A3 OF YPI1-2002 SEC.3. A SEAL ON TN14 COMPONENT DUR . FAC . 1 1 5 FROM PWU AN C GC40 ~_W1l1TAIA..WW Il 5 lL OGRSSIION S=. CATES THE SUITABILITY NO USE OF THIS COMPONENTRFd< MMI WBUILDINGSOLELY THEON RESPTHE ONSIBILITY THE 'I/ ffYY Fkahcity, MWWO644]]3(f4 BUILOINCOESIGNERPERASI/TPIHSEC. 2. all fit SPACING 24.0" JREF- 1SV72613ZO3 THIS DING PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS NFR.E (Q65916-/SLSH Fill in later, OH - I-GE 19' Gable) Top chord 2x4 SPF #1/#2 90 mph wind, 16.75 ft mean hilt, ASCE 7-02, CLOSED bldg, Located Bat chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x3 SPF(S) Stud :CB, C9, C10, C11 2x4 SPF #3: psf. :C12, C13, C14 2x4 SPF #1/#2: Right end vertical not exposed to wind pressure, See OWGS A10030EE0405, GBLLETIN0405, & GBLORSTDO405 for more requirements. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. 't 3X51 J14 13- -0 14 M~) cl~ } 0-6-0 10-1-2 3X5(B1) m 3X5= Oks k 19-0-0 Over Continuous Support R=96 PLF U=9 PLF W=19-0-0 Note : A l l Plates Are 2X4 Except As Sho Design wn . Cr i t : TP I -2002 (STD) •~~~NI ,~~~~#y~ PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. • OH/-/1/1/-/R/- Scale =.125"/Ft. .MTAta11111- TRUSSES NEOIIRE IMME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AO OWING. REFER TO BCSI 1-03 (BUILDING CONPOI[ME SAFETY INFORMATIaI). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. W3 , TIC LL 25.0 PSF REF R2513- 2$$40 O.OIBFNIO ON- $ONIE 200. MADISON. BI 53715) AID NFCA (SOON) TRUSS COUNCIL OF AMERICA. &BUD ENTERPRISE LN. TC DL 10.0 PSF DATE 03/03/06 MADISON, RI 03710) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MVE PROPERLY ATTADED STRUCTURAL PANELS AM BOTTOM CHORD SHALt HAVE A PRWERLY ATTACHED HUMAN ~ R _l RIGID CEILING. f Z W BC DL 10.0 PSF DRW M WSR2513 06062055 PV 1lMTA -FINNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O BC LL 0 . O PSF MID- ENG PPH/PPH PRODUCTS, INC. SWLL NOT BE RESPONSIBLE FOR ANY DEVIATION FN THIS DESIGN: ANY FAILURE TO BUILD TIE ALPINE TRIOS IN CONFORMANCE WITH TPI: OR FABRICATING. HAMLINO. SHIPPING. INSTALLING E BMCING OF TRUSSES. O[SIOI CONFOBIS 1nH APR ICIIBLE PROVISIONS OF IDS (MTIOML DESIGN SPEC, BY AAPA) AM M. ALPINE 10. lk" CONNECTOR PLATES ARE MIRE OF 20/18/IOFM (W,IN/S/1)) Asir AN{53 CARROT 10/ID (W. N/H.S) WLV. STEEL. APPLY I•.~• TOT. LD. 45.0 PSF PLATES TO ELAT FACE OF TRUSS PAD, OILESA OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 10011-Z. I AM• ,J p, ART INSPECTION OF PLATES FOLLOWED BY (1) SHALL OE PER ANNEX AJ OF 7PI/-2002 SEC. 3- A SEAL ON THIS •A~ A• T~ AI inn rg nwvdProducts Inc. DR/MING IMICATES ACCEPFACE OF PDFESSIOML ENGMtRING RESPONSIBILITY SOLELY FOR THE TIA)SS COMPONENT ~ DUR. FAC. 1.15 FROM PWG DESIGN SHOWN. THE SUITABILITY AM USE OF INNS COMPONENT FOR ANY WILDING IS THE RESPONSIBILITY OF TIME G S F&IIICity, MO6jU5 BUILDING OESIC1IEA PER ANSI/TPI I SEC. 2. ~~1/111111111M0 1 SPACING 24. 0" JREF- 1SV72513Z03 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTEO BY TRUSS MFR (Q65916-/SLSH IF III in later, OH - J 29'11" Attic) Top chord 2x6 SPF #1/#2 :T2, T4 2x6 SPF 2100f-1.8E: 90 mph wind, 16.62 ft mean t, ASCE 7-02, CLOSED bldg, Located Sot chord 200 SP #1 :83 2x4 SPF #1/#2: anywhere in roof, CAT II, EXP C, wind TIC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :N'I, W15 2x6 SPF #1/#2: psf. Calculated horizontal deflection is 0.15" due to live load and 0.17" due In lieu of structural panels use purlins to brace all fiat TC 0 24" to dead load. OC. Bottom chord checked for additional 20-psf live load in areas with Collar-tie braced with continuous lateral bracing at 24" OC. or rigid 42"-high x 24"-wide clearance. ceiling. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from B-3-8 Deflection meets L/360 live and L/240 total load. to 21-7-8. 5X8= 5X8= 2X4 III 3X5= 3X5= 3X12111 3X12111 10 r- 83 -1 10 2X4111 SXB= 2X411 T 3X8# 3X8_ 060 TZ 4X61k 9-j-2 5X8# 5X8- 13-4-0 1-1-7 1-1-7 r LL] 10-1-2 IN! 3X5 III 6X8 (R) III 7X8= 8X8= 7X8= 6X8 (R) IN 3X5111 8X8= 0- 12 12-1-14 _5-7-3 A~ 12-1-14 _I d1j 10-4-15 8-6-1 10-4-15 29-11-0 Over 2 Supports `I R=2472 U=180 1111=3" R=2390 U=180 W=3" lifieflI1., III Design Crit: TPI-2002(STD) ~O OF PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22• *so • OH/-/1/1/-/R/- Scale =.1875"/Ft. "RANIM" 7MISSES REQUIRE EXTREME CARE IN FAa11CAT10A/. HANDLING, SHIPPING. INSTALLING AND BRACING. • • • y • TIC LL 25.0 PSF REF R2513- 28841 .REFER TO RCSI 1-03 (RDILDING COMPONENT SAFETY INFORMATION). RAMISIEO Br TPI (7MIw PLATE INSTITITE. 683 Q D'aN1FA 10 AN.. SUITE 200, INb16GN. WI 65710) AM RICA (8000 TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE IN. : SCOTT ¢ TC DL 10.0 PSF DATE 03/03/06 MADISON, 111 53719) FOR BAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- LINLOS OTHERWISE ImiCATED. ` • TOP CHORD SHALL INK PROPERLY ATTAOED 9TRUCmrAL PANELS AM OOTTd CHORD SMALL MIME A PROPERLY ATFAcnm A_L • RIGID CEILING. 1? _ BC DL 10.0 PSF ORW WUSR2513 06062056 • 1WWTMT-FL1 LL I NOT A COP OF MIS DESIGN ANY DEVIATION IFROM NSTALLATION OOMTRA Ir0k- A AM! FAILURE TOE NGINEE RED Uj ALPINE TRPRODUCTS. USS IA IONFOMNNCE WITH TPI; OR FAa11GTINA, HANDLING. SHIPPING. INSTIULING A ILA... OF 7RIISSEE. ; =fir LL O.0 PSF MO-ENG PPH/PPH DESIGN ODWOMIS WITH APPLICARLE PROYISIO N OF NOS (NATIONAL DESIGN SPEC. RY AFAPA) AM FP1. ALP HIE ~I. • • /~~J~.••~``.~ TOT. LD. 45.0 PSF CONNECIOL PLATES ARE NAM OF 20/1B/16GA (W.Nn/N) ASTR 0653 GRADE 10/60 (W. WH.S) GALY. STEEL. APPLY / {Gw 1/ PLATES TO EACH FACE OF TWOS AND, LAWLESS OTHERWISE LOCATED OW THIS DESIGN, POSITION PER DRAWINGS ANON-i. ANY INSPECTION OF PLATES FOLLOWEO BY (1) SHRLL BE PER AMEX A3 OF T?I1-2002 SEC.3. A SEAL ON THIS N~~r D0R . FAC . 1 . 1 S FROM PING *60 A *o C. in od Products Inc ORIMIAS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIRILITY SOLELY FOR THE TRUSS OOLPOIFNT 7141 Faith City, M06iU5 DESIGINO Q SNIOIER PER UITABBILITY I SEC. 2. AND USE OF THIS COIPOEM FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ` uipblN SPACING 24.0" JREF- 1SV72513ZO3 THIS Oft PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SU8)IITTED BY TRUSS MFR (065916-/SLSH Fill in later, OH - J-GIR1 29'11" Attic Girder) _ Top chord 2x6 SPF 111/#2 :T2, T4 2x6 SPF 210of-1.8E: 3 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP #1 :63 2x4 SPF N1/#2: Webs 2x4 SPF 113 :W1, ¦15 2x6 SPF #1/02: Nailing Schedule: (0.131"x3"_Gun_nails Top Chord: 1 Raw a 6.75" o.c. In IIeu of structural panels use purl ins to brace TC • 24" OC. Bot Chord: 1 Row • 5.50" o.c. Webs : 1 Row • 4" D.c. Trusses to be spaced at 48.0" OC maximum, Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails In each row to avold splitting. Collar-tie braced with continuous lateral bracing at 24" OC. (1 1/2" _baits MAY BE USED FOR (2) 0.131"x3"_Gun_nai1s ON THI TOP CHORD ONLY. SPECIAL LOADS --(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 90 mph wind, 16.62 ft mean hgt, ASCE 7-02, CLOSED bldp, Located anywhere TC - From 162 PLF at -0.94 to 162 PLF at 0.04 in roof, CAT II, EXP C, wind TIC OL-6.0 psf, wind BC DL=5.0 psf. TIC - From 152 PLF at 0.04 to 152 PLF at 8.33 TC - From 204 PLF at 8.33 to 204 PLF at 10.45 Calculated horizontal deflection Is 0.18" due to live load and 0.16" due TC - From 152 PLF at 10.45 to 152 PLF at 10.76 to dead load. TIC - From 19Z PLF at 10.76 to 192 PLF at 19.24 TC - From 152 PLF at 19.24 to 152 PLF at 19.55 Bottom chord checked for additional 20-psf live load in areas with TC - From 204 PLF at 19,55 to 204 PLF at 21.67 42"-high x 24"-wide clearance. TC - From 152 PLF at 21.67 to 152 PLF at 29.96 BC - From 40 PLF at 0.04 to 40 PLF at 8.33 5X8- Deflection meets L/360 live and L/240 total load. BC - From 240 PLF at 8.33 to 240 PLF at 29.96 BC - 296 LB Conc. Load at 8.33, 21.67 2X411 5X8= 3X5- 3X1211 3X1211 ' 10 1- 2X411 B3 2X41# 10 5X8= 3XI3# 3X5= T 3X8' 4X60 T2 4X6 9- -2 5X8# 5X6 13-4-0 1--7 1- 7 -Via 3X5111 6X8(R) M 7X8= 8X8= 7X8= 6X8(R) III 3X5111 8X8= O- --12 12-1-14 5-7-3 12-1-14 10-4-15 8-6-1 0_7-1 10-4-15 29-11-0 Over 2 Supports j R=5602 U=446 111=3" R=6209 U=495 W=3" Design Crit: TPI-2002(STD) PLT TYP. Wave C /RT=1.25 1.25 /10 O 7.22. OH/_/1/1/-/R/- Scale =.1875"/Ft. ••aAlMMII10 " TRUSSES REWIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. O TC LL 25.0 PSF REF REFER TO SCSI 1-03 (WILDING CGWUMn SAFETY INFORMATION). MftiS ED BY TPI (TRUSS PLATE INSTITUTE. 683 • . R2513- 28842 0 oNOTRHO OR., SU17E 200. HADISON. ER S3719) AND WTG (T000 TRUSS COLOCIL OF AMERIG, e300 ENTEIpRISE lN, * TC DL 1 0.0 PSF DATE 03/03/06 MAPISGN. WI 67769) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE WISE INDICATED. TOP CHORD SWILL HAVE PROPERLT ATTACHED STRUCTURAL PANELS AND BOTTOM CM11D SWILL MWE A PROPERLY ATTACHED 7R RIGIO CEILING, BC DL 10.0 PSF MW MOUSR2513 06062057 ••1lORTAMT••FtM$SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JA7VN71 .6 Uj M gC LL 0.0 PSF 11D-ENG PPH/PPH r- PRWIICTS. INC. SWY.L NOT BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMT FAILURE TO WILD THE ALPINE TRUSS IM CONFORMANCE 917" TPI; AXE FABRICATING, HANDLING, SHIPPING, INSTALLING A WACIMG OF TIUSSES. 'g OO OESIGN m OWS WITH APR I CABLE MBA, ISM ORS OF FIDE (NATIONAL OESION SPEC. BY AFAPA) AND TPI- ALPINE 2 CONNECTOR PLATES ADS MME OF 20/16/101A (W.MM/AI "TO ASST MADE 40/60 (W. N/",S) GALV. STEEL. APPLY ` TOT. LD , 45.0 PSF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER IfRAWINGS 16OA-7. -A •~~/aT~ we Ir FROM yO ANY INSPECTION OF RATES POLLORD BY (I) SMALL 0E PER AN/ER ALT OF TPII-7002 SEC.3_ A SEAL 0 1"HS , a•• a , OUR. MAC. 1.15 FROM PWG Alpine Fxgineetul FrodUCLS Inc. ORwING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIME TOM COMPONENT THE Birth City, M063d45 "SIGN S U SNIGNER RRSN6A/7PITY SPEC USE OF THIS COMPONENT FOR AMY BUILDING IS THE RESPONSIBILITY OF THE BUILDING nSoso ula,'' SPACING 48,0" JREF- 1SV72513ZO3 i THIS DRAG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUNITTED IN TRUSS MFR. (Q65916-/SLSH Fill in later, OH - J Piggybacks 5'7"3) Top chord 2x4 SPF #1/#2 90 mph wind, 23.26 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere In roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. Bottom chord checked for additional 20-psf live toad in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. 1.50 leeward factor. t f k 4X6= ^ 10 10 2X4 (B1) = 2X4 III 2X4 (B1 } --2-2-1- - ' I_ 2-2-1 _1- 2-2-1 ,I LIE 5-7-3 Over 3 Supports R=6 U=180 W=5.467" R=6 U=180 W=5.467" R=96 PLF U=41 PLF W=4-4-1 Des I gn C r i t : TPI -2002 (STD) PLT TYP. Wave C /RT=1.25 1.25 /10 0 7,22 OH/-/1/1/-/R/- Scale =.5"/Ft. .•MAMIMB•• TMMES WMINE E10RENE CONE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND DANCING. , • REF R2513- 28843 REFER TO SCSI 1-03 (BUILDING CGNPOWENT SAFELY IKFCM ATIO PUBLISHES BY TPI (TRUSS PLATE INSTITIE . 563 C2 • TIC LL 25.0 PSF o•aNaRlO DA., SUITE 2oD. NADISDN, n GsTG) AM WTG (M000 CRIBS NSKNCIL OF AMERICA. NUOp ENTERPRISE IN, rAOHSaN. WI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUICTIUNS. UNLESS OTHERWISE INDICATED, 111 •S TIC DL 10.0 PSF DATE 03/03/06 TOP COON lIALL NAVE PRmLRLV ATTACHED STRUCTURAL PANELS AND BOTTOM COED SWILL (NAVE A PROPERLY ATTACHED RIGID CEILING. LLJ BC DL 2.0 PSF DRW IlausRZSts oaoezose A. ispowtN'T~•FIPNISH A COPV OF THIS DESIGN TO THE INS7ALUATION CONTRACTOR, ALPINE ENGINEERED a 3031 • PRODUCTS. INC. SWILL NOT BE RESPONSIBLE FDA ANY DEVIATION FOE THIS DESIGN: ANY FAILURE TO BUILD THE Z S 4M BC LL 0.0 P$F IY[0-ENG PPH/PPH ALPINE TRUSS IK CONFORMANCE WITH OR FABHICAnrG. WNOLING. SHIPPING. INSTALLING G BRACING OF TRUSSES. w ' DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL DESIGN SPEC, BY AFGPA) AND TPI. ALPINE CONNECTOR PLATES ARE SAM OF 20/10/IBOA (W.H/S/K) ASTY ARMS OWE 40/110 ON. K/n,S) GALV. MEL. APPLY a C~~T TOT. LD . 37.0 PSF PLATES TO EACH RICE OF TRUSS AD, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ORAWINGS IBOA-Z. • ANY IMSPECiNON OF PLATES FOLLOWED BY (I) SMALL BE PER AMEN AS OF TPII-2002 SEC-3. A SEAL ON THIS ~•/E~N`~1 GT Ty/~ AI,~.„s y`.~,..„~.i~.~ Inc _ OI/RINB IIDIf#T[S ACCEPFIIKCE OF PROFESSIONAL EFIGI ME[R HMG RESPONSIBILITY SOLELY FOR 7NE TRUSS COIPOMEM OUR. FAG. 1 .15 FROM PWWV ? ~ GaTlh ° r M06ls DESIGN SHO . THE SUIT HLITY AND USE OF THIS COMPONENT FOR ANY MOOING IS THE RESPONSIDILI TY OF THE ?r. BUILDING OESIfN[It PER A6I/;P4 1 SEC. Z. ~~~H~eunn1~ SPACING 24.0" JREF- 1 SV72513ZO3 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUMITTED BY TRUSS MFR I (Q65916-/SLSH Fill in later, OH - Kl 33"2"B Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 15.99 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 :w1, w2, w3 2x4 SPF #3: psf, :Lt wedge 2x4 SPF #3::Rt Bearing Leg 2x4 SPF #3: Right end vertical not exposed to wind pressure. (A) 1x4 #3 or better "T" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)naiis & 6" OC. (B) 2x6 #3 or better "T" brace. 80% length of web member. Attach with 16d Box or Gun (0.135"x3.5",min.)naiis s 6" OC. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance, Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 2X4- 4X6(R) III 3X8= 3X5= 2X4111 5X8= 3X541 1-11 +20-0-8 X50 i S 2x4 (B) (B) (8) (B) e r (A) 2 0-6-0 T A .11 =7=7U *10-1-2 3X8(62) Mm Mm 3X8= 4X6(R) M 5X8= 3X5111 3X5= 0{B}s 20-5-12 _1 1 16-8-13 I 16-2-3 _I 33-2-8 Over 3 Supports ~l R=1173 U=180 W=3.5" R=2276 U=180 W=3.5" R=801 1.1=18 w=3.5" wiDesign Cr i t: TPI -2002 (STD) ,+'Ni~T+tr ,o• PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 Q OH/-/1/1/-/R/- Scale =.1875"/Ft. L EMr~lMEE• TRUSSES REWIRE ERMINE CARE IM FABRICATION. HANDLING. SHIPPING, INSTALLING AND MWING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. M3 yr11 O TC LL 25.0 PSF REF R2513- 28844 D'00"40 Int.. SUITE 200, MDISON, 11 63719) AND WFCA (2000 TRUSS CAXAWCIL OF AMERICA. 6300 ENTERPRISE W MADISON, NO 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FIMC710NS. DRESS OTHERWISE INDICATED. . s S TC DL 10.0 PSF DATE 03/03/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND MO770y CHOW SHALL HAVE A PROPEFR.Y ATTACHED r AN RIO 0 CEILING. 1i 8C DL 10.0 PSF DRW M0USR2S13 06062059 PA II P'ORTANT"FUNISM ACMPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED W vRmucrS, INC. SIYILL ROOF BE RESraS1151.E FOR ANT DEVIATION FROM THIS RESIGN: ANY FAILURE TO BUILD THE BC LL 0.0 PSF MO-ENG PPH/PPH ALP i NE TRUSS IN CONFORMANCE WITH TPI: ON FAMICATIN6, HANDLING, SHOWING. INSTALLING A BRACING DT TRUSSES. _ DESIGN CDIEOIAWS WITH APPLICABLE INM)v ISM AXIS OF NW (MT IOIAL MSG Go SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES RISE YIDS OF 20/IBrN6GA (W,H/WK) ASIAN MS3 DUDE 40/60 (W, N/H,S) GLV. STEEL. APPLY TOT. LD. 45.0 PSF PLATES 10 EACH FACE OF TRUSS AM, LAWLESS OTHERWISE LOCATEO CH THIS DESIGN. POSITION PER ORMIUGS 160A-Z. 0 ANT SMSKCTION OF PLATES FOLLOWEO BY (A) SHALL BE PER AMEX A3 OF MI-2002 SEC.3- A SEAL ON THIS S 006 SI pUR. FAC 1.15 FROM MG A~10OF1(gU1DCfOdPTO TIC. DEGN DOW. THE SUkTAAMI~RT T Y AND U O SEHOF MI S6ONSONNT RF~ IBBUILDING IS THE RESPONSIBILITY ~ OF IM O ,It 3(Iq A' A ' EadhCity,M06 5 IDILDIMG DESIGNER PER ANSIITPA 1 SEC. 2. ~f~OO~ f ERMN~~ SPAC 1 NG 24. 0" JREF- 1SV72513ZO3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH FiII in later, OH - K(1-6) 33'2"8 Base Mona Hip) Top chard 2x4 SPF #1/#2 90 mph wind, 15.99 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bat chard 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXC, wind TC OL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 :11111, M12, W3 2x4 SPF #3: psf. :Lt Wedge 2x4 SPF #3::Rt Bearing Leg 2x4 SPF #3: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 24" Bottom chord checked for additional 20-psf Ilve land in areas with OC. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 2X4 m I I 5X8a 3X5= 3X5= 2X411 5X8= 3X5! l 1 8 c0-0-8 3X50 TT { 2X4 (AA) (A) (A) (A) . e I- (A) s z 0-6-0 1 T 10-1-2 3X8 (B2) a 3X5= 3X5= 3X8- 4X6 (R) III 5X8! 3X511 3X5= °1xt8 20-5-12 _1 I 16-8-13 1 16-2-3 _I 33-2-8 Over 3 Supports R=1170 U=180 W=3.5" R=2263 U=180 W=3.5" -797 U=180 W=3.5" 1 1 f~ Design C r i t : TPI -2002 (STD) ,1111 Qty#-~yi~ PLT TYP. Wave C /RT=1.25 1.25 /10 O 7.2 a 7 OH/-/1/1/-/R/- Scale =.1875"/Ft. ••rIrNIMY•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HIIDLINO. SHIPPING. INSTALLING AND PRICING. ` • TC LL 25.0 PSF REF R251 3- 28845 REFER TO SI -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUAB PLATE INSTITUTE, SMX ~L y D'OIOFR IOBDI.,1SUITE 200. MMUSON, MI SVIV) AM VTCA (WOOD TRUSS CONICAL OF AMERICA. 6300 EMFAPRISE LA. T _ MIOISDI. tl Wl1C) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FLNCTIDIS. UNLESS OTHERWISE INDICATED. . HUN TC DL 10.0 PSF DATE 03/03/06 TOP CIDTD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND ONTON CHORD SHALL HWE A PROPERLY ATTACHED r RIGID CEILING. Or W BC DL 10.0 PSF DRW MOUSR2513 o6o62oso IMPORTAR••FBNISH A COPY OF THIS 0£51611 70 THE INSTALLATION COMTMACTON. ALPINE EMDINEERED Q B , ALPINE PRODUCTS. INC. SHALL NOT % RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AIR FAILURE TO BUILD THE BC LL 0.0 PSF 1[0-ENG PPH/PPH TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING S OWING OF TRUSSES- r • DESIGN CONFORMS WITH APPLICAWLE PROVISIONS OF NOS (NATIONAL D!SJGI SPEC. BY AFGPA) AND TPI. ALPINE COBIECTOI PLATES AM MME OF 20/18116" (W.M/S/N) ASTR MSS DIME 40/80 (W. N/M.S) DALY. STEEL- APPLY Z •e: ~~T~~H?a• GI`r~r TOT . LD . 45.0 PSF PLATES TO EAOI FACE OF TRUSS AIR, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 180A-2. -A06*0 , - ANY INSPECTION OF PLATES FOLLONED BY (1) SHALL RE PER AMEX M OF TPII-20OZ SEC.3. A SEAL ON THIS 1./ N Aone (Waned MOdUC_L4, MAC. ~l0M6 0 SNIGRI[R PER UIT SLIT AMUSEIOF MIS COMPONENT FOR ANY JAJILOING IS THE RESPTHE U ONSSIIBIILLITY~OFNTHE '0 0 Y ~t 11`j%4A DUR.FAC. 1.15 FROM PWG Eitth City. I SEC. 2. 6304 SPACING 24.0" JREF- 1SV72513ZO3 THIS OW PREPARED FROM C011PUTER INPUT (LOADS A DIMENSIONS) SUMITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, ON - K Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 25.98 ft mean hgt, ASCE 7-02, CLOSED bidg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all Right end vertical not exposed to wind pressure. flat TIC ! 24" OC, all BC a 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and { 1.50 leeward factor. Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. 4X6(R) Ill a F. $i=6008 2X4(A1) a 1_ 11-11-5 3-9-7 _I 16-5-11 Over 2 Supports R=-64 U=180 IN=6.31" R=109 PLF U=38 PLF M1=15-8-12 Note : A l l Plates Are 2X4 Except As Shown . ,I1%11111IIIip'to''A Design Crit: TPI-2002(STD) K s OP IQ3 7 PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.2 OH/-/1/1/-/R/- Scale =,25"/Ft. *0U lMB'• TRUIS"S REQUIRE CI OAK CAME IN FABRICATION. MWOLIN6. SNIPPING. INSTALLING AND OMCINO. ~ • TC LL 25.0 PSF RFiFF TO ICSI 1-07 (B91LD1MG COMPONENT SAFETY INFORMATION). PUBLISHED BY »I (TRUSS PLATE INSTITUTE. 6e7 REF R2513- 28846 D'MMMIO OR.. SUITE MO. WAISON. 91 53)19) AND SIM (FOOD TRUSS COUNCIL OF AMERICA. 6700 ENFERPRISE IN. ~ • EMISM, TO 63719) FOR SAF[TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ; Se AN TC DL 10.0 PSF DATE 03/03/06 TOP CHORD SWILL INVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTYM CHORD S11LLL "ME A PROPERLY ATTACHED • - RIGID CEILING. ' R W BC DL 2.0 PSF DRw MOUSR2s13 06062061 •[llORT21ff ~~flAM1sH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a PIOOUCTS. INC. SWILL NOT BE RESPONSIBLE FOR ANY DEVIATION FIDW THIS DESIGN: ART FAILURE TO BUILD »E ~01~2 i 8C LL 0.0 PSF MO-ENG PPH/PPH ALPINE TRESS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES . DESIGN CONFORMS WITH AM CAKE PROVIS NOS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) AND »1. ALPINE [///~~~~EEL w- CONIECTOI PLATES ARE MAW OF 20/18/16" (W.N/S/N) AM A653 GRADE 40/60 (W. N/H,S) OALV. STEEL. APPLY ~ D: /JT~W~~•lA``~~ TOT. LD. 37.0 PSF PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWN" IBM.2. 00606 • VVV ~ E CUR. FAC. 1.15 FROM PMIG ANY INSPECTION OF PLATES FOLLOWED CT 0) SMALL BE PER AWIEN Al OF »I1-2002 SEC.3. A SEAL ON THIS QS SOLE Alpine Engn__uL4[1LtRl eg MO 63045 Inc ~GINSHOWWN. T HESU1SLin AM USE OF THISGI UPONENTRFOR~ANY1 BBUILDINaG ISLnuERESPOONSSIB~iL1~TiHEE ~b~I7tflis&' 6.304 SPACING 24.0" JREF- 1 SV72513ZO3 THIS ONG PREPARED FROM COMPUTER INPUT (u)ADS i DIME)MSIOKS) SUBMITTED BY TRUSS MFR (Q65916-/SLSH Fill in later, OH - K1 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 25.75 ft mean hgt ASCE 7-02, CLOSED bldg, Located Sot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all Right end vertical not exposed to wind pressure. flat TC 0 24" OC, all BC • 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load, 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DING PIGBACKA1103 or PIGBACKB1103 for piggyback details, 4X6= 6 r ~9=DOB 2X4 (A1) 11-3-1 I_ 4-5-11 _I 16-5-11 Over 2 Supports R=-61 U=160 N=6.31" R=106 PLF U=37 PLF w=15-8-12 Note : A l l Plates Are 2X4 Except As Showng 0 n C r i t : TPI -2002 (STN) O~i PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. . 0H/-/1/1/-/R/- Scale =.25"/Ft. --.A.MM..•- TRUSSES RLQDIRE EXTREME CARE IA FABRICATION, HANDLING. SNIPPING, INSTALLING NO OWING. TC LL 25.0 PSF REF R2513- 28847 REFER TO GCSI 1-DS (WU110111G COMPONENT SAFETY INFOBILTIOM). PUBLISHED NY TPI (TAUS PLATE INSTITUTE, SW Do=w IO 1X63 9 mo, MADISON. 91 5371IRICA (MIND TABS COUNCIL f AMERICA, Two mOSRI IN. T W) FOR SAFETY PRACTICES FRIAR TO TN PERFORMING BTHESE OOT F1I OHS, UNLESS OTHERWISE INDICATED. * r AH a TIC DL 10.0 PSF DATE 03/03/06 TOP CHOW WI 63 1 T4 C1101D SWAEt INK PROPERL7 ATTAOIKO STRUCTURAL PANELS AND 007718 OIOID SMALL WWL A A ?RDOCRLY ATTACHED A~ RImD CEILING. + s BC DL 2.0 PSF DRMI MOUSR:2513 06062062 MMM IMANT••FURAISM A cmr OF THIS DESIGN TO THE IIISTALLATIOI CONTRACTOR. ALPINE ENGINEERED w 0 3M1 Q If BC LL 0.0 PSF YO-EGG PPH/PPH PRODUCTS. INC. SMALL NOT BE RESPOSPEA FOR ART MWIAYIDN FIDN THIS DESIOI: NIT FAILURE TO BUILD INE ALPINE TRIGS IN COMMON*" WITH TPI: OR I.I.IA6. IW sNIPP1IIG. INSTALLING T GRACING OF TBNSSES. ' DE516M COIFOWBS 11TH APPLICABLE PROVISIONS OF IDS (RATIONAL DESIGN SPEC. BY KfoA) AND TPA. ALPINE COBIECFOR PLATES NNE 11110E Of 20/16/18" (W,H/S/K) ASIA MITTS MADE 40/60 AN. R/H.S) GALV. STEEL. APPLY 'i;/~ETy~• A TOT. LD. 37.0 PSF PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1TOA-Z. J ! w~ ANY INSPECTION Of RATES FOLLOWED GY (N) SALL BE PER AMEN AS OF TPII-2002 SEC.3. A SEAL ON THIS • ~r ApT~y~L~,IL~I~I~I`yq~~~.,,, DRIBING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIB IESPOIS IWILITY SOLELY FOR THE TRUSS CONIOENF DUR/. FAC. 1.15 FROM PING qinecr ty, Mo ns BUILDING DESIGNER PEER SUITANAL S C.~E OF THIS COMPONENT FOR ANY BALDING IS THE RESPONSIBILITY OF THE ,~~~,,00l++grl`~f't"',\~S' SPARING 24.0" JREF- 15V72513Z03 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUNITTEO BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - K2 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 25.08 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Sot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all Right end vertical not exposed to wind pressure. flat TC a 24" OC, all BC a 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DING PIGBACKA1103 or PIGBACK81103 for piggyback details. i t 3X5m 1 I `i Li U 8 ti 2X4 (A1) i 9-3-1 _I. 6-5-11 _I 16-5-11 Over 2 Supports R=-57 U=180 W=6.31" R=101 PLF U=34 PLF W=15-8-12 Note : A l l Plates Are 2X4 Except As Shown. #~>t~st0~ • Design Crit; TPI-2002(STD) PLT TYP. Wave C /RT=1.25 .1.25 /1Q 0 7.2 OH/-/1/1/-/R/- Scale =.375"/Ft. •A11AUI1Ni•• TRUSSES REQUIRE EKTREOE CANE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND SPACING. ` •t TIC LL 25.0 PSF REF R2513- 28848 REFER TO GCSI 1-0.1 (SURGING COMPONENT SAFETY INFORMATION). PUBLISHED MY TPI (TRUSS PLATE INSTITUTE. 6S! D'O GFRIO DR.. SUITE 200, MADISON. 91 68719) NO RCA (0000 TRUSS COUNCIL OF AMERICA. 0300 ENTERPRISE EX. ' V*N MADISON. 91 53119) FOR SAFETY PRACTICES PRIOR TO PERFONINO THESE FUNCTIONS. UNLLSS OPH(R91SE INDICATED. 41 TIC DL 10.0 PSF DATE 03/03/06 TOP CHOW SHALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS AND MORON CHOIR SHALL KAYE A PROPWILY ATTACHED 011010 CEILING. ~ • 1 i Lid BC DL 2.0 PSF DRW MOUSR2513 06062063 •C IMPMTANT**FISNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pj • ALPINE PRODUCTS, INC. SHALL INIT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O • BC LL 0.0 PSF MO- ENG PPH/PPH TRUSS IN COIIPOOIHAIK'[ WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ! DANCING OF TRUSSES. I Aa 2 r OESION LDMFOOIS WITH APR /CA0.C RIOY19141$ OF TOS (NATIONAL DESIGN SPEC, BY KlPA) AID 7P1. ALPINE ?f COMIECTOI PLATES ARE NAW OF 20/10/18GA (9,H/SA) ASTM M53 TRADE 40/60 (9. K/H.S) GALY. STEEL. MPLY • C •r TOT. LD . 37.0 PSF RATES TO EACH FACE OF WAS AND. UNLESS OTlER91SE LOCATED ON THIS DESIGN, POSITION PER DRA9HD4 IOM-Z. , • AMY INSNPECTION OF RATES FOLLOWED BY (I) SHALL BE PER AMEK A3 OF TPI1-2001 SEC.3. A SEAL ON THIS He IND ONAL IBIL ITY SOLE Y FOR Alpine T 'LO J M~6 ~ MONl OINf9U SNIAGNE R PTHE ITASIL AND ER A ~NS1/(PI TY F19EIOi TNISGIOO9POEM7 FRE Sr MI oLNG 19LTNE RE9PdISIB~InON OLONTIE fY~1.,',Is$ DUN. FAC. 1.15 FROM PYMG SEC. 2. GeHU1 SPACING 24.0" JREF- 1SV72513Z03 THIS DING PREPARED FROM COMPUTER INPUT (!DADS Si DIMENSIONS) SUBMITTED BY TRUSS MFR.. (Q65916-/SLSH Fill in later, ON - K3 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 24.42 ft mean hgt, ASCE 7-02, CLOSED bldg: Located Sot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Y Webs 2x4 SPF #3 psf• In lieu of structural panels or rigid ceiling use purlins to brace all Right end vertical not exposed to wind pressure. flat TC a 24" OC, all BC t 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. 3X5= 6 ~ I I 2X4(A1) 1 f 7-3-1 I_ 8-5-11 _I 16-5-11 Over 2 Supports R=-53 U=180 W=6.31" R=101 PLF U=31 PLF W=15-8-12 Note: All Plates Are 2X4 Except As Shown. ••I~a, Design Crit: TPI-2002(STD) PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22.44440 a~aa OH/-/1/1/-/R/- Scale =.375"/Ft. .0111101XIM•• TAUSUS INQUIRE E" MEW CAR[ IM FABRICATION, IWOLMD. SHIPPING. INSTALLING AID BRACING. 0 PSF REF R2513- 28849 REFER TO YCSI 1-63 (BUILDING COPPOEENR SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, "I TC LL 25. D'ONOFRID OR., SUITE 200, MADISON, 01 63710) AID RWCA (NDOo TRUSS CONICAL OF AMERICA, 6700 EFRERPRISE LN, , * TC DL 10.0 PSF DATE 03/Q3/06 MAD' SON, WI 63119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. IY(LESS OIIEEW'SE INDICATED. - TOP CHORD SHALL MOVE PROPERLY ATTACHED STRUCTURAL PANELS AND NOTION CAYND SMALL HAVE A PROPERLY ATTACHED : H A/ 81610 CEILING. + = W BC DL 2.0 PSF DRW MMSR2513 06062064 ••SRTANT••FIRNISH A COPY of THIS DESIGN TO THE INSTALLATION COMIRACi'dl. ALPINE ENGINEERED 1 Q • W BC LL 0.0 PSF NO-ERG PPH/PPH PRODUCTS. INC. SWILL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To SHIM THE IALP I NE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING A BRAACINO OF TIUSSES, y_ •O DESIGN CONFORMS WITH AAPPLICARLE RROVISI DNS OF IDS (NATIONAL DESIGN SPEC. BY AFBPA) AM TP1. ALPINE CONNECTOR PLATES ARE WADE Of sD/le/1R1011 (W."nA) AM M" OWE 40/00 (W. H/H.S) O(LV. STEEL. APPLY aV~s'r TOT. L.D. 37.0 PSF PLATES TO EACH FACE OF TRUSS AUG. UNLESS OTHERWISE LOCATES DO THIS DESIGN, POSITION PER DRAWINGS 160A-Z. 'IP 00 Na~I, ~r ._YYJW 1y,,, prod ANY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANISE N OF TPII-ZOO2 SEC.3. A SFAL OI 7X15 1./ E'lT'11 Aliiw p{pO Inc, OWNING INDICATES ACCEPTANCE OF PROFESSIONAL ENOPMERIIG RESPONSIBILITY SOLELY FOR THE TANS COWOIWERT DUR. FAC. 1.15 FROM PWG }33TQl C)ly, MO "-"'~5 DEBUILDIG ANSI/ SIGN IIMO MIGNER PEER UITABILIT' AM USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ~•••••••f•1ots", ~16 A SPACING 24.0" JREF- 1SV72513ZO3 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR• (Q65916-/SLSH Fill in later, OH - K4 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/!2 90 mph wind, 23.75 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF d1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all Right end vertical not exposed to wind pressure. flat TIC a 24" OC, all BC a 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. I i { 3X5= I s ~ 2X4(A1} L_ 5-3-1 _I- 10-5-11 _I LEE 16-5-11 Over 2 Supports R=-68 U=180 W=6.31" R=83 PLF U=29 PLF W=15-8-12 Note: All Plates Are 2X4 Except As Shown. PLT TYP. Wave Design Cr i t : TC I/RT 02 (25D1) . 25 /10 0 7.22 OH/-/1 /1 /-/R/- Scale =.375"/Ft. -111JUA1100" TRUSSES REWIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND MACING. REFER TO SCSI 1-03 (BUILDING COIPOENT SAFETY INFO NAVION). PUBLISHED BY TPI (TRUSS PLATE INSTITUFE. 5" , TC LL 25.0 PSF REF R2513- 28850 O'ONOFRIO OR_ SUITE 200, MADISON. 111 63710) AND WIG (WOOD TRUSS COUNCIL OF AMERICA. GM ENTERPRISE Ill, ~ 4 I MADISON. BI 63710 FOR SAFETY PRACTICES PRIM TO PERFONIA0 THESE FUNCTIONS. UNLESS 1"WRIVISE INDICATED, TC DL 10.0 PSF DATE 03/03/06 TOP CIIda E"' I HAVE PROPERLY ATTACIED STRIICTINAL PAWLS AND EDITION CHORD SMALL HAVE A PROPERLY ATTACNW • RWAN RI SID CEILING. BC DL 2.0 PSF DRAY MOUSR2513 06062065 " IMMTANT-FLEMISH A COY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A7W1YATf~ W PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ~ ALPINE O aar ~ BC LL 0.0 PSF Ai10- ENG PPH/PPH TOSS IN CONFORSANDE WITH TPI; OR FAINICATIIIG, HMOLINO. SHIFPIM6. INSTALLING R MBACING OF TRUSSES. DESIGN CONFOMS WITH APPLICABLE PRONISIMS OF NOS (NATIOAt DESIGN SPEC. BY AFBPA) AND TPI- ALPINE CONNECTON PLATES ARE MADE OF 201I811WA ASTW M63 MADE 40/60 (W. N/M,S) 6RLV. STEEL. APPLY ~ TOT. LO . 37.0 PSF PLATES TO EACH FACE OF TRUSS AID, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. T 00* r ANY INSPECTION OF PLATES FOLLOWED BY (I) SNAIL BE PER AMEX A3 OF TP61.2002 SEC.3. A SEAL ON THIS ~ FROM yy~ Ay1 iwEI bwrcdProducts Mo. ORAEING INDICATES ACCWANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY ITN THE TRUSS COMPONENT V, DUR. FAC. 1.15 PWG EkthCity, MO6W1 CB I,N SHOW, DESIGNER HE PER SUITABILITY AANDD USE 01 IRIS msGENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TIE 'VVV-.1 SPACING 24 .011 JREF- 1SV72513Z03 THIS DM'F PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - K5 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 23.08 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In Ileu of structural panels or rigid ceiling use purl ins to brace all Right end vertical not exposed to wind pressure. flat TC • 24" OC, all BC 0 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKA1103 or PIGBACKB1103 for piggyback details. 3X5 = 8 =008 } 2X4 (Al I 3-3-1 I 12-5-11 ~I 16-5-11 Over 2 Supports R=3 U=180 W=6.31" R=88 PLF U=27 PLF W=15-8-12 i Note : A l l Plates Are 2X4 Except As Shown. • H#~~•~ Design Crit: TP1-2002(STD) PLT TYP. Wave C /RT=1.25 1,25 /1Q 0 7.22. OH/-/1/1/-/R/- Scale =.375"/Ft. ••TIAIMIMG•• TRUSSES REQUIRE EXTREME 6YE IR FABRICATION, WAXING, SNIPPING. INSTALLING ANO SPACING. • • TC LL 25 .0 PSF REF R2513- 28651 REFER To SCSI 1-01 (BUILDING COMPONENT SAFETY INFORMATION). PURL$%" RT TPI (TRAM PLATE INSTITUTE, 583 D.CIXWRIO OR.. SUITE EGO. MADISON, ¦1 6]719) AND MICA (SEND TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE 111 i TC DL 10.0 P$F DATE 03/Q3/06 MADISON, 171 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTFERSISE IYDICATEU. , A F T L. TOP CHORD STAL L HAVE PROPERLY ATTAtl1ED STRUCTURAL PANELS AND BOTTOM CHORD STALL PAYE A PROPERLY ATTACHED : CNURWAN RIGID CEILI MO. = EiM iY/JJ f BC DL 2.0 P$F DRW Mou5R2513 06062088 5FMM77~'•'1 W ..1104R~SANTFFFURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED w PRODUCTS, NYC. SHALL NOF BE RESPONSIBLE FOR ANY DEVIATION FRGS THIS OESION: AM1' FAILURE TO BUILD TIE r O 1~ W BC LL 0.0 PSF NO- ENG PPH/PPH i ALPINE TRUSS IN CONFORIANCE WITH TP1; M FIIRRICATINC. HANDLING. 9NIPPINB. IN9TALLING i BRACING OF TRUSSES. !M DESIGN ODIfd01Y MITH APPLICABLE Pawls OYS OF NOS (NATIONM. M910" SPEC. By AFSPA) AND TP1. ALPINE cGBEDran PL11TE4 ARE RARE of w/tp/IeGA (M,R/S/IO AS7M A059 GRAM 40/EO IN. H/H,S) GALV. STEEL. APPLY A /ST~ TOT. LD. 37.0 PSF PLATES TO EACH FACE OF TRUSS AND. UAESS 011ERVISE LOCATED ON THIS DESIGN, POST TIOI PER DRMINOS 16DA-Z. ANY INSPECTIM OF PLATES FDILOBO BY (1) SMALL BE PER ANNEX A7 OF TPII-2002 SEC.G. A SEAL OM 7X19 tU ••A A• 1[~7~~,,,(W,L ( NRM NO IRS CATER ACCEPTANCE GF PROFESSIONAL ENGINEERING RESPOSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR. FAC. 1.15 FROM MG _niand DESIGNER vlEa Ai6iUilsin AND I SEC- 2- USE of THIS COMPONENT FOR ANY BUILDING 19 711E RESPONSIBILITY OF THE e h City, ""~6~y"~x auii SHOWN- ''Y 1/'1 ;'iEoEAC I NG 24.0" JREF- 1 SV72513Z03 THIS 0116 PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q65916-/SLSH Fill In later, OH - K6 Piggyback 16'5"11 Mono Hip) Top chord 2x4 SPF #1/#2 90 mph wind, 22.42 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=1.2 Webs 2x4 SPF #3 psf. In lieu of structural panels or rigid ceiling use purlins to brace all Bottom chord checked for additional 20-psf live load in areas with flat TC a 24" OC, all BC a 24" OC. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DWG PIGRACKA1103 or PIGBACKB1103 for piggyback details. 3X5° 6F 2X4(A1} i i 1-3-1 I 14-5-11 -_I f 16-5-11 Over 2 Supports R=-51 13=160 111=6.31" F R=101 PLF U=24 PLF W=15-8-12 { Note : All Plates Are 2X4 Except As Shown, hllp PLT TYP. !Nave Design Crit: TCPI/R002{251}.25 /10 0 7.22 ,,h• OH/-/1/1/-/R/- Scale =.375"/Ft. IMAb(MCS TRUSSES ffjqU1ftE EXTREME T SAFETY FABRICATION, WIS SHIPPING. INSTALLING OWING. PREFER TO acs! 1_03 (BUILDING G caNVDINNT IWORM INCOTwT1011 10N), PUBLISHED BY 7?I (TRUSS PLATE INSTITUTE, ST ST111/1[, Ba3 • R TC LL 25.0 PSF REF R2513- 28852 D'0100FR1O 01.. SUITE 200. IIAOISOM, 11 83119) AND 1ECA (OSU TRUSS CDUNCIL OF AI1ERICA. 63M VnUIPRISE LM. • • Szi TC DL 10.0 PSF DATE 03/03/Ofi SADISM, 11 63319) FOR SAFETY PRACTICES PRIOR TO PFAFORNING THESE FUICTIOHS. UNLESS OVINUMISE INDICATES. L. TOP CHOW SWILL HAVE PROPERLY ATTACHED STRUCTIEIAL PANELS AND BOTTOM CHM SMALL HIM A P"O"LY ATTACHED L ~E HUMAN AC RIGID CEILING. DL 2.0 PSF QRW fN0USR2513 08082067 •.EM/OR'fAMTP~Fwlsx A COPY OF 7H I3 DESIGN 70 THE INSTALLATION ODI/IRACTM. ALPINE ENGINEERED 06LU BC ALPINE TRUSS IN COIFOIBIAMCELSINOT BE M WI; RESPONSIBLE FOR ANY BEV ON BC LL 0.0 PSF MO-ENG PPH/PPH JNN PLI HIM THIS INSTALLING FAILURE TO OF TRUSSES To DESIGN CONFORMS 1101 APPLICARE PROMS ICIS OF NOS (NATIONAL DESIGN SPEC, BY AFLPA) Alp TPF. ALPINE CONNECTOR PUTTS ARE MME OF ZO/14/10M p.nn/A) ASTM ASA3 GRME 4O/M (1. H/H,S) GALV- STEEL. APPLY •~C c +41 TOT. LD. 37.0 PSF 7~ PLATES TO EACH FACE OF TRUSS AND, UNLESS OIKRBISE LOCATED ON THIS DESK", POSITION PER ORANO14S 111M-Z. ~ SST E AMT INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANNEX AT Of TP11-2092 SECS. A1P A SEAL ON THIS I e+e• OUR.FAC. 1 . 1 5 FROM PWG 1()C Engutmul ~W. nc DAMPING INDICATES ACCEPTANCE OF PMOFESSIO AL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS MUPONENT DESIGN ILOIM6g0 SIIGNER PER AITASIL TY No USE OF THIS Co"B"'T FOR ANY BUNLDIIIG 15 THE RESPONSIBILITY OF 7FE ti ~#l/IYlllilll • SPACING 24.0" JREF- 1SV72513Z03 EBEIhCily. MO6 5 BU r THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMI ITED BY TRUSS MFR. (Q65916-/SLSH Fill in later, OH - J-GIR2 29'11" Attic Girder) Top chord 2x6 SPF #1/N2 :T2, T4 2x6 SPF 2100f-1.6E: Bat chord 200 SP N1 :83 2x4 SPF #1/#2: 3 COMPLETE TRUSSES RE" I RED Webs 2x4 SPF #3 :w1, w15 2x6 SPF #1/1+2: Nailing Schedule: (0.131"x3"-Gun-nails Top Chord: 1 Row • 9.75" o.c. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid Bat Chard: 1 Row a 4.75" o.c. calling. Webs . 1 Row a 4" o.c. Repeat nailing as each layer Is applied. Use equal spacing SPECIAL LOADS between rows and stagger nails In each row to avoid splitting. --(LUMBER DUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) ((1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Oun nails ON TC - From 5 PLF at -0,94 to 5 PLF at 0.04 7HE TOP CHORD ONLY. TC - From 76 PLF at 0.04 to 76 PLF at 8.33 TC - From 102 PLF at 8.33 to 102 PLF at 10.45 90 mph wind, 17,03 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere TC - From 76 PLF at 10.45 to 76 PLF at 10.76 in roof, CAT II, EXP C, wind TC OL.6.0 psf, wind BC 0 =5.0 psi. TC - From 96 PLF at 10.76 to 96 PLF at 19.24 TC - From 76 PLF at 19.24 to 76 PLF at 19.55 Calculated horizontal deflection is 0.15" due to live load and 0.11" due TC - From 102 PLF at 19.55 to 102 PLF at 21.67 to dead load. TIC - From 76 PLF at 21.67 to 76 PLF at 29.96 BC - From 160 PLF at 0.04 to 160 PLF at 8.33 In lieu of structural panels use purlins to brace all flat TIC a 24" OC. BC - From 260 PLF at 6.33 to 260 PLF at 21.67 BC - From 160 PLF at 21.67 to 160 PLF at 21.96 55X8= Bottom chard checked for additional 20-psf live load in areas with BC - From 20 PLF at 21.96 to 20 PLF at 29.95 42"-high x 24"-wide clearance. TC - 1440 LB Conc. Land at 15.00 BC - 625 LB Conc. Land at 8.04 3X5= 2X411 5X8° BC - 373 LB Conc. Load at 8.33 BC - 998 LB Conc. Load at 21.67 3X12 NI 3X12 I 11 10 - 2011 2X411 7 10 3X80 5X8- 3X5= T 3X8 4X60 T2 4X6-kN 9- -2 5X80 Rlt, 13-4-0 1-11-7 w ID Li W 1-1-7 ~10-1-2 3X511 6X8(R) 11 7X8= 8X8= 7X8= 6X8(R) III 3X511 8X8 I_ 12-1-14 5-7-3 12-1-14 _I 10-4-15 1s 8-6-1 0_ 7-1 10-4-15 29-11-0 Over 2 Supports R=5912 U=503 W=3" R= U=433 W=3" Design Cr i t : TP 1-2002 (STD) ,,,,,'~~~MMM0 ~yy O OH/-/1/1/-/R/- Scale =.1875"/Ft. PLT TSP. Wave C /RT=1.25 1.25 /10 0 7.2 % --WA OW" TRUSSES REWIRE EXTREME CANE IN FABRICATION, IweLING, SHIPPING. INSTALLING AD 61WIMd- • TIC LL 25.0 PSF REF R2513- 28853 REFER TO 1DR. 1-03 (all. IMO ISOM, 6NYT SAFETY INEOIYATIOI), PUBLISHED IFY TOF (TRUSS PLATE INSTITUTE. /iLm D'OI0EN10 DR., SUITE 19) FOR SAFETY 0I S]n G) AND OM (RING TRUSS COUNCIL OF AMERICA, SMUG SEE NDISE ill. ; • IGOISON, rl aT7G) FOR R sAFETY Pb1En PRACTICES PRIOR 70 10 IR!RF01w1+10 THESE FUNCTIONS- UNLESS NLESSA131 OTHERWISE IIOICATED. _ L TC DL 10.0 PSF DATE 03/03/06 lop CHORD SNKL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND OOT7a1 CHOW SWILL HAVE A PROPERLY ATFACHED ~ 1.. RIGID CEILIM. nw • JW~~ BC DL 10.0 PSF DRUM MIOUSR2513 06062070 **INPO•TANIT**FUNN1sH A cmY OF THIS DESIGN TO THE INSTALLATION CDYawm. ALPINE ENGINEERED 1~ 0131 • sY PRODUCTS, INC. SWILL ON BE RESPONSIBLE FOR ANY DEVIATION FEE THIS DESIGN: ANY FAILURE TO BUILD THE y ~Oaa~s BC LL 0.0 PSF 110-ENG PPH/PPH ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING i EWING OF TRUSSES. • OES1 Or CONFORMS WITH APR ICAILE PROVISIONS OF IDS NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE s n g01E1NCTOR PLATES ARE rADE DE zwI V+6W (r,lvs/N) Am AMISS oRANx: 40/60 IN. N/N,S) GALS. STEEL. APPLY ~ e•• G/SSr TOT. LD . 45.0 PSF PLATES TO EAOO FACE Of TRUSS AND, UNLESS OIIIFRMISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS +BDA-2. .i? aa~aa•• ,1 AMY INSPECT101 OF PLATES FOLLOWED BY (i) SHALL Bf PER AMEX AT OF 7P 11-a1D2 SEGO. A SEAL ON DE1R THIS \.i A! r • A1pinrF&egWProdwb Inc. DESIGN SHMCAralEAmHEACCEPTANCE STY AND USE OF iH ENGINEERING ANY WILDDING IS WE RRESPONSSIBILLIT~THE . FAC. 1.15 FROM PWG I WILDING Faith CE MO 63445 I SEC, 2- SPACING 24,0" JREF- 1SV72513ZO3 (085916-/SLSH Fill in later, OH - J-GiR2 Piggyba 5'7"3 Special Girder) THIS DEG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 2 COMPLETE TRUSSES REQUIRED Webs 200 SP #1 Nailing Schedule: (0.131"x3"_Gun_naIIs) Top Chord: 1 Row 012.00" o.c. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Bottom chord checked for additional 20-psf live load in areas with Use equal spacing between rows and stagger nails 42"-high x 24"-wide clearance. in each row to avoid splitting. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKA1103 or PIGBACK81103 for piggyback details. t 4X6= 10 IrH10 (B1 } A~N 3X5 III 2X4 -2-2-1- 1 I_ 2-2-1 _1_ 2-2-1 _I -5-7-3 Over 3 Supports R=5 W=5.467" R=5 W=5.467" R=96 PLF W=4-4-1 ,,~\\t\11 l1 ~1,I, Design Cr i t : TP I --2002 (STD) t.~i• PLT TYP. Wave /RT=1.25 1.25 /10 0 7.22,L* • a JMF- 7 OH/-/1/1/-/R/- Scale =.5"/Ft. •'fAY1M~~ TRUSS [S R[OVIRE EIITREIE COME IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BIACINO. e ~ REF R2513- 28854 REFER TD BLSI 1-03 (BUILDING COMPONENT SUM INFOIMT)M). PUBLISHED WV T?G (TIVUSS PRATE INSTITUTE, 683 * a TT aa TC LL 25.0 PSF MADISON, DNDR., 19SUITE XKI. ) F EY1 SDTII AND WRG (WOOD TRUSS KINETIC OF MESS ER EINDICATED: AI TC DL 1 0 , 0 PSF DATE 03/03/06 ALL HAVE FOR R SAFETY PRACTICES TRION RA PERFORMING N THESE NI [ss OTHERWISE TOP CHORD S HALL IIAY[ PROPERLY ATTACHED ED STRUCTURAL PANELS NELS AND BOAON CHORD CMIOID S UNL LNLINLL HAVE A PROPERATTACHED. PROPERLY ATTACHED TFfII\1\AN RIGID / CEILING. IMMRMW"'FUWISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SaW BC DL 2.0 PSF DO MMSR2513 0062088 ALPINE PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FIR MY DEVIATION FROM THIS DESIGN; ANY fA1LURE TO BUILD "a TR1as IN CONFORMANCE WITH TPA: OR FABRICATING. HANDLING, SNIPPING. INSTALLING E GRACING Of TRISSES. BC LL 0.0 PSF AGO- ENG PPH/PPH DESIGN CONFORM WITH AMICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPEC, BY AFOPA) AND TPI. ALPINE KOIBI[CIOI PLATES ARE BADE OF 20/10/10" (D.N/S/N) AS" ANSI TRIADS 40/60 (B. NN,S) GALT. STEEL. APPLY aO~/sT~~~D TOT. LD . 37.0 PSF PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED GY THIS DESIGN. POSITION PER DRAWINGS 16D1•Z. • ~aa .aaO ~j ~r - MY INSPECTION OF RATES FOLLOWED WY (1) SMALL IE PER ANGER M OF TPII-2002 SEC. 3. A SEAL ON THIS v/0 1~ DUN. FAT. 1 15 FROM Pyy~ R{3 ESPONSI BIL SME FOR AlpineFnginEetCdl)fOdUC Inc. wlON14 INDICATES DESIGNER PER HE SABBLIT/ A FUSE OF^THIISq INEERING OMPONENTRF ANY BUILDING ISLTE RETSPONSIBILL1 TIE F /1/Iltiti\iiii aRhCity, MO 6s BUILDING, y SPACING 24.0" JREF- 1 SV72513ZO3 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL 1S ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE - 1 2X3 OR 2X4 1 ROW 2X4 1-2X4 ! 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2x6 I ROW 2X4 1-2x6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X8(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .128"x3" GUN SCAB BRACE NAILS AT 6" O.C. BRACE IS A MINIMUM T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE 80% OF WEB MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. F OFTHIS DRAWING REPLACES DRAWING 5079,640 -WARNINW TRUSSES REWIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND • PSF REF CLB SUBST- BRACING. REFER 10 SCSI 1-03 TBUILDING COMPONENT SAFETY INFORMATION% PUBLISHCO BY TPI (TRUSS r PLATE INSTITUTE. 303 D'ONOFRIO DR.. SUITE 200. MADISON, V1. 53719) AND VTCA (WOOD TRUSS COUNCIL SW 7T AMERICA. 63M CNTERPRISE LN. MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING ; SW7T L. . PSF DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. MCP CHORD SHALL HAVE PROPERLY ATTACHED 4 • Q~ STRUCTURAL PANELS AND BO7TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 03/(_~s' ~7TYhumm B~' PSF DRWG eRCLBSUB1103 ..)M"TANIrr FURNISH COPY OF THIS DESIGN 10 INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~~Qp ALPINE PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , 5~7{I~1 ~ PSF -ENG MLH/KAR BUILD THE TRUSS IN CONFORMANCE WITH 1P1; OR FABRICATING. HANDLING. SNIPPING, INSTALLING 6 L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, 4'0/60 W.K HS) GALV. STEEL CONNECTOR PLATESETO EACHAFACE OF071RUSSGAND. UNLESS OTHERWISE LOCATED •+y~•••~j~/ r D. PSF , INC. ON THIS DESIGN. POSITION PER DRAWINGS IWA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL ALPINE ENGINEERED PRODUCTS, P •••5~.•••• FAG. BC PER ANNEX A3 OF TP) 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF a/O . G POMPANO BEACH, FLORIDA PROFESSIONAL ENGINEERING RCSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN THE DESIGNER ~PER DNUStI/Tpl OF 1T SEC. 2pNppNE NT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING •~.*#4f#;,j"l ' SPACING BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAIL TYPE 2X4 2X6 2X8 2X10 2X12 NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. 8d BOX 0.113"X2.5" 3 6 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) J Od BOX 0.128"X3" 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 12d BOX 0.128•X3.25" 3 5 7 10 12 C - END DISTANCE (15 NAIL DIAMETERS) IF NAIL HOLES ARE PREBORED. SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELAW: 16d BOX 0.135"X3.5" 3 5 7 10 12 god BOX 0.148"X4" 2 4 5 6 8 • SPACING MAY BE REDUCED BY 50% ••SPACING MAY BE REDUCED BY 33% 8d COMMON 0.131"X2.5" 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM 10d COMMON 0.148'7(3" 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES. 12d COMMON 0.148"X3.25" 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN 16d COMMON 0.162°X3.5" 2 4 6 8 10 VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD. - 0.120"X2.5" GUN 3 6 8 11 14 0.131 "X2.5" GUN 3 5 7 10 12 0.120"X3.0" GUN 3 6 B 11 14 C** NAIL 0.131"x3.0" GUN 3 5 7 10 12 LINE A MINIMUM NAIL SPACING DISTANCES DISTANCES i,. 1 1 1 1 B* NAIL TYPE A B* C** E r 8d BOX (0.113"X2.5") 3/4 " 1 3/8" 1 3/4" B/2* lOd BOX 0.128"X3") 7/8" 1 5/8" 2" 16d BOX (0.135"X3.5) 7/8" 1 5/8" 2 1/8 12d BOX (0.128'*X3.25") 7/8 1 5/8" 2" A ° C~ 20d BOX (0-148"X4") 1 " 1 7/8" 2 1 AAA DIRECTION 8d COMMON (0.131"X2.5") 7/8" 1 5/8" 2" A - OF LOAD AND 10d OMMON 0.148'7(3") 1" 1 7/8" 2 1/4" NAIL ROWS 12d COMMON (0.148"X3.25") 1" 1 7/8" 2 1/4" 16 COMMON (0.162"X3.5" 1' 2" 2 1/2" j 120"X2.5" GUN 3/4" 1 1/2" 1 7/8" r.131""X2.5" GUN 7 8" 1 5 8" 7{3.0" GUN 3 4" 1 1 2" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN x3.0" GUN 7 81 5 8" (12" MINIMUM - 24" MAXIMUM) t t WING REPLACES DRAWING B139 AND CNBRGBLK0699 p ME CARE IN SHI BRACING NGT(EFERRUOSBCSIN 03R (BUILDING COMPONENTASAFICTYI INFORM, PT10N), PUB 1SHC DI BT TPIINTRUSS ~'"60# •REF BEARING BLOCK ` PLATE INSTITUTE. 583 D'ONOFRIO OR., SURE 200. MADISON. VI. 537191 AND VTCA (WOOD TRUSS COUNCIL OF AMC RICA. 6300 ENTERPRISE LN, MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING f Y DATE 1 1 /26/03 TIME SE fUNCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED * • SCOTT L. T STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S~rNV DRWG CNBRGBLKI 103 •VINPOR TANTY• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALP11E ENGINEERED 0 3 6 U ALPINE PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 5=1 -ENG SJP/KAR BUILD THE TRUSS IN CONFORMANCE WITH 7P11 OR FABRICATING, HANDLING, SHIPPING. INSTALLING B u f • BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROV1SlEw5 OF NDS (NATIONAL DESIGN SPEC. VO~• BY AFLPA5 AND TP1. ALPINE CUNNECIOR PLATES ARE MADE OF 20/18/16GA (V,HiS/K) ASIH A653 GRADE C 10/60 (WX/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED aST ON THIS DESIGN. POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION Or PLATES FOLLOVED BY (ll SHALL F ALPINE ENGINEERED PRODUCTS, INC. BE PER AMEN A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE IMF t 0 ST6O0 POMPANO BEACH, FLORIDA PROFESSIONAL CNOINEERING RESPONSIBILITY SOLELY FOR TIME TRUSS COMPONENT DESIGN SHOWN. THE V c~j DESIGN SUITAPILYYPER D USE TO 1T141S COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING ~~Itt~~NAL `~B~, ANSI/ SEC. . PIGGYBACK DETAIL 100 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-02. CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC. 100 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, LOCATED ANYWHERE IN ROOF. CAT II, EXP C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. WIND TC DL=5.0 PSF. WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. EXP. C. WIND TC DL=5.0 PSF. WIND BC DL=5.0 PSF. NOTES TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. DETAIL A FIAT TOP CHORD 12• PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. * * 12 MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131-x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACING PER ENGINEERS SEALED DESIGN I D E DETAIL B FLAT TOP CHORD 20' c CHORD BRACING WITH (2) IOd COMMON (0.148'X3") NAILS AND 43F:LAT PIGGYBACK CAP TRUSS TOENAILED TO ALLTOP 4• 2, 24• SECURED WITH 2X4 y3 GRADE SCAB (I SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4. O.C. 2' ING R'S N DETAIL C CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS. CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120• X 1.375" NAILS PER FACE. SEE DRAWING 16OTL FOR TRULOX INFORMATION. FLAT TOP CHORD 30' - LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS 4 WITH (4) 0.120" X 0.375" NAILS MINIMUM EACH FACE. 4 4 4) 8d COMMON NAILS (0.131"X2.5") FIAT TC BRA N 8" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINES FACE) MAY BE USED IN LIEU OF TRULOX PLATES. SEALED DES] ~j111 Iset# ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, A#*, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. WING REPLACES DRAWINGS 581,670 & 961.860 rIPWARNING- TRUSSES REOUIRC EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND • or- i C% PSF REF PIGGYBACK BRACING. REFER 70 BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMAIION), PUBLISHED BY TPI [TRUSS i ~ L. PLAE INSTITUTE, 589 D'ONOFRID DR.. SUITE 200. MADISON, W1. 537!97 AND VTCA (WOOD TRUSS COUNCIL t OF AN_ RICA, 6300 ENTERPRISE LN. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING ~1 PSF DATE 04/14/05 t THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (r ~r 6 STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHCD RIGID CEILING. %IWR~/~BBB~p~B~ >~L PSI'' DRWG PIGBACKA0405 ALPINE P'IM. T?C FURNISH COPY THIS DESIGN 10 INSTALLATION CONTRACTOR ALPINE ENGINEERED V !to l9AWO Q L PSF -ENG DLJ/KAR L 'p P LICTS INC.. SHALL NOT RESPONSIBLE FOR ANY DEVIATION FROM T DESIGN; ANY FAILURE TO f 7 SPEC. BUILD T BRACING 1 E 7RUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 B AFA) AND TRUSSES, ALPINE CONNECTOR PLATES AREMADE OFD20/18116GA (V,H/S/MK)IASTM A653MGRAOE ~ •~0v/$T~' LD. MAX 60 PSF 10/60 (W.K/H,S) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED II 4061STS4 Q-4 ON THIS DESIGN. POSII)ON PER DRAWINGS 16DA-2. ANY INSPECTION OF PLATES FOLLOWED BY (I> SHALL ALPINEENGINEEREDPRODLICTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE POMPANO BEACH. FLORIp4 Ilss49 NAE, is PROFESSIONAL UR. FAG. 1.15 MPONC S ABILf AND lAEERIMG RESPONSI COMPONENT FOR ANY BUIOR INC TRUTHS RCD SIB]DETY OF SHOWN BUILDING I~*~H/I111111N~1/ OF THIS • DESIONCR, PER ANSI/IPI 1 SEC. 2. SPACING 24.0" a TOP CHORD 2X4 N2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. (4) Od BOX (0.099'1 2.",MIN) NAILS. TYPE 30' 34' 38' 62' TOP AND BOTTOM CHORD SPIJCES MUST BE STAGGERED SO THAT ONE SPLICE 1S NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 " RATED SHEATHING GUSSETS (EACH 2 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO 8" X B(V, TRUSS TOP CHORD WITH 1.5X3 PLATE. FACE) MAY HE USED IN LIEU OF TRULOX PLATES, H 4X6 5X8 5X8 5X6 j ATTACH WITH (8) 6d BOX (0.099') 2.",MIN) NAILS ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK PER GUSSET. IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 130 MPH WIND, 30' MEAN HGT, ASCE 7-02, CLOSED BLDG. 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED 4X6 OR 3X6 TRULOX AT 4` OC. LOCATED ANYWHERE IN ROOF, CAT 11. EXP C. BLDG. LOCATED ANYWHERE IN ROOF, CAT 11, EXP. C. E ROTATED VERTICALLY WIND TC DL=5 PSF, WIND BC DL=5 PSF WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS. WIND TC DL=5 PSF, WIND BC DL=5 PSF OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH FRONT FACE (E,# ) PLATES MAY BE OFFSET FROM BACK FACE MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 FOR TRULOX INFORMATION. _ p2 OR BETTER WEB BRACING CHART A E E A E R E WEB LENGTH REQUIRED BRACING A5 u E E E A E E O TO 7 9 NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FIAT TOP CHORD MAX SPAN 7'EJ" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd BOX (0.113"X 2.5".MIN) NAILS AT 4" OC. 2x4 BRACE. SAME GRADE, SPECIES AS WEB ATE OPTIONAL B ' TO 19' MEMBER. OR BETTER. AND 80% LENGTH OF WEB EITHER LOCATION PLATE OPTION B B C 10 MEMBER. ATTACH WITH 16d BOX (0.135'5[ 3.5",MIN) NAILS AT 4" OC. ACCEPTAB C B *PIGGYBACK SPECIAL PLATE =D-SPIICE B itz C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2' - - -4 C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH iE (4) 0.120" X 1.375" NAILS PER FACE PER PLY. TYP. H - APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE i AND SPACE 4' OC OR LESS. - I C JUL B o 0 0 0 0 0 -all 00 00 0 o B C-TYP. 0 0 0 0 0 0 2 C 12 # C 12 0 0 0 0 0 14 \ MAX * # - # * # # # ~ -I ~4so}t l~4I1~ B„ *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. PLACES DRAWINGS 634,016 634,017 & 847,045 •rWARNINGYr TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND O LOADING REF PIGGYBACK BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORNA11mo, PUBLISHED BY TPI (TRUSS ? • ~P/~ PLATE INSTITUTE, 583 WONOFRIO DR, SUITE 200. MADISON. WI. 53719) AND WTCA "GOD TRUSS CCUNCIL S1B1l~ L. pSF AT DATE 09/14/05 OF AMERICA. 6300 ENTERPRISE LM. MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING • ~B py/ THESE FUNCIIONS. UNLESS OTNCRWISE INDICATED, TOP EHORD SINALL HAVE PROPERLY ATTACHED SCNURWAN OUR. FAG. STRUCTURAL PANELS AND POTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. WT DRWG PIGBACKBO405 03/ rr)IIPp(iANTrr FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINE ERCD 5mi ALPINE PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES(GNi ANY FAILURE TO M o % : PSF AT -ENG DLJ/KAR BUILD THE TRUSS IN CONFORMANCE W17H TPIi OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 ~i 110, 'QG ' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, , QJJ DUR. FAC. BY AFDPA) AND TPI. ALPINE CONMECTIIR PLATES ARC 14ADE OF 20/18/166A (W,WS/KI ASTH A653 GRADE S • 401*60 (VX/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATCD ~1 "/J~~ • ON FSF AT ALPINE ENGINEERED PRODUCTS, INC. ON THIS DESIGN. POSITION PER DRAWINGS 16DA-2. ANY INSPECTION OF PLATES FOLLOWED BY (1) SWILL ~~~~a~~~• BE PER ANNEX A3 OF TPI 1-2002 SOC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE O 1.1 5 DUO. FAG. ENGI THE RESPONSIBILI SOLEL IKE POMPANO BEACH, FLORIOM PROFABIFSSLIIOMALTY AND USE E(IFNTHIS COMPONENT FOR ANY BUIIRLDING IS THE RESPONSIBILITY OFSTHE BUILDING fpNAl~~`~ , ,*0I*SPACING 24.0 DESIGNER, PER ANSI/TPI 1 SEE. 2. axe "F" GABLE DETAIL CABLE REINFORCING VERTICAL PLATE SIZES 2x4 "T" MEMBER SYN. + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X6 J GREATER THAN 4' 0". BUT 2X4 2XB TOENAIL TOENAIL LESS THAN 11' e" GREATER THAN 11' 6" 2.5X4 2.5X6 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE. WEB AND HEEL PLATES- + • IF GABLE VERTICAL PLATES OVERLAP. USE A TO CONVERT FROM "L" TO "P" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY 'T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES. GRADE AND SPACING) FOR (1) EXAMPLE! 27 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE CABLE VERTICAL + 2X4 2)(g APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABGF. VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR_ SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x8 40 X 50 % 110 MPH 2.4 10 % 10 % 30 FT 2x8 50 % 50 % 100 MPH 2x4 LO % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 X_ % + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 15 FT 2x8 20 % 40 X RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOENAILS IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x8 10 % 30 % "T" GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 X MEMBER 70 MPH 2x4 0 X 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 9. 20 % ASCE 7-93 CABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % GABLE TOENAILS A11015EN1103. A1D015EN1103, A09015EN1103, A08015EN1103, A07016EN1103 30 FT 2x8 10 % 30 % TRUSS SPACED AT 4" O.C. A11030EN1103, A1003OENI103, A09030EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103. A12016EC1103, A11015EC1103, A10015EC1103, A08615EC1103 MEAN ROOF HEIGHT = 30 Ff A13030EC1103, A12030EC1103. A11030F,C1103, A1003094200 OEC1103 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE - 2X4 S11016EN1103, S10016EN1103, S09016EN1103, S080166EN1I03 `T" BRACE INCREASE (FROM ABOVE) = 10% - 1.10 S1103OENI103, S10030EN1103, S0903OEN1103, S080330EN1103 (1) 2X4 "L" BRACE LENGTH = 6. 7' 4 TOE AILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WINO LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 1 f CES DRAWINGS GAB98117 876,719 & HC26294035 vwVARNING vv TUSSES OUIRE EXTREME CARE IN FABRIEATING, B PLATE RA ING REFER, BCOBCO (BUUIIL (BUILDING COWO ENT SAFETY INFO 9Ai N% PUB ISHEDnBR N (TTTRIUSSS s~WWWSW~h y REF LET-IN VERT 3 DR. COUNCIL 58 [IF AMERICA. 6300 ENTERPRISC LN. MADISON. Vl 537191 FOR SAFEIY PRACTICES PRIOR 70 PERFDRNING • O DATE 01 /1 6/04 THESE FUNCTIONS. UNLESS OIwERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED b y . 66 (tV/B/\~ L. It STRUCTURAL PANELS AND BUT70H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING- O 7TL t7Y,`p~a T DRWG GBLLETIN1103 BE TO INS7ALLA71ON vvN4PDR ALPINE PRODUCTS 11NC., SHALL FURNISH COPY OF THIS DEVIATION FROM THIS DESIGN;IANYILURE ENGINEERED Q SCRUINAN O.' -ENG DW/KAR BUILD INC TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING t Zi Si 1 W= BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. 110 BY KtPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (V.H/S/K1 ASTH A633 GRAD[ ~A¢ OT. LD. 60 PSF 40/60 TVX/0.S1 GAL V. STEEL. APPLY PLATES 70 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAIEO THIS DE POSI ANY ECTION [IF PLATES rOLLaw ALPINE ENGINEERED PRODUCTS. INC. BBEE PER ANNEX A3 OF 7PP1 1-2002RSEC.~ IABSEAL N THISPBRAVING N ICATES ACCEPTANCE Y0F1) SHALL Is, ~G/~Z0 FAG. ANY POMPANO BEACH. FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 711E DESIGNERIPER D U ANSI/IPI OF THIS C2.HPONEN7 FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING tii11 AX SPACING 24.0" • flff1111ff Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 3449121 Page 1 of 1 Document 1D: 1SV72513ZO203141713 Truss Fabricator: Lunbercraft Transmitted From: okl ierllstraitaodlawp.ean Job Identification: 58160-/SM Fill in later, OR Model Code: Truss Criteria: ARS I /TP I -2002(STD) Engineering Software: Alpine proprietary truss analysis software. Version 7.22. Truss Design Loads: Roof - 45 PSF 0 1.15 Duration Floor - N/A Wind - 80 M (ASCE 7-02-Closed) Notes: Seal Date: 03/03/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Scott L.Schurwan record, as defined in ANSI/1PI 1 Ohio License Number: 53031 2. As shotmt on attached drawings; the drawing number is preceded by: MSR2513 Data iIs: ORCLSSIB- &dad tted by PPR 14:16:59 03-08-2006 Rev i ewer : 1111111 4 Ref Description Drawl Date 1 21806--K 20'4°1 Bono 08082030 03/03/01 2 281011-42 11' Common 06062 4 03/03/01 3 28810-43 11' Cowron 06062015 03/03/06 4 28811-44 11' Common 06061026 03/03/08 5 28812--A6 11' Common 0/012017 03/03/06 1 28813--116 11' Carron 08062028 03/03/01 7 M14--0 11' Coogan 08082023 03/03/01 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMUiSIONS) SUBMITTED BY TRUSS MFR. (Q659160-/SLSH Fill in later, ON - K 20'4'•8 Mono) Top chord 2x4 SPF #1/#2 90 mph wind, 17.20 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 :w4, W5 2x4 SPF #1/#2: psf. :Rt Bearing Leg 2x4 SPF #3: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. i i 4X6 3X5 3X510 4-1 10 20-o-a 3X5 t 2X4 Z5 A) o-s-D Ir1o-1-z 5X5(81)- 2X4 III 5X5° 3X5(R) ill o ~a ~--20-4-8 Over 2 Supports 21, R=1030 U=180 W=3.5" R=1063 U=180 W=3.5" PLT TYP. Wave Design Crit: TC /RT-01?(251).25 /10 0 7.22. OH/-/1/1/-/R/- Scale =,125"/Ft. •~*/YM~~~ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INS LLIRG MO BRACING. REFER TO BCSH 1-03 (BUMLDINO COMPONENT SAFETY INFORMATION) . PUBLISIEO BY TPI VNUSS PLATE INSTITMTE. 503 y ee O~ TIC LL 25.0 PSF REF R2513- 28808 O'OBFRIO OR.. SUITE 200. NAOISON, WI 53719) AM RCA (NOW TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. I MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC OL 10.0 PSF DATE 03/03/06 ' TOP CLOD SMALL HAVE PROPERLY ATTACHED SIRUC URft PANELS AND NOTION CHID SMALL HAVE A PROPERLY ATTACHED ` + - RIOID CEILING. R iIMTN BC OL 10.0 PSF DRw MOUSR2513 06062030 ••IORVOW AKIT-FIRMNTSH A CC" OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 5171/R7~ ~,~f. LL 0 PRODUCTS, INC- SMALL NOT 0E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NUILO THE O + .0 PSF MO-ENG PPH/PPH ALPINE Yeas IN CONFORMANCE WITH UPI: OR FARM ICATING. HANDLING, SNIPPING. INSTALLING A &W 100 OF SES. BC OE51GN fDMFORIS N17H AP%IC'AKE PROVISI013 OF NDS (NATIOAL DESIGN SPEC. BY KLPA) AND TPI. ALPINE T A CONNECTOR PLATES AGE MAO[ OF 20.18 AGGA (OWS/N) AM M63 GRACE 40/60 (W. K/H.S) GALV- STEEL. APPLY ~G? ! Mj TOT . LD . 45 .0 PSF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ORAWINGS 1GOA-2. I~ • ,1 TL,,,,M ANY INSPECTION OF PLATES FOLLOWED BY (I) SMALL BE PER RRER A3 OF TPIA-2002 SEC.3. A SEAL ON THIS ` Alpine Fing~1 m-d ProdUC Inc. GROWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRESS COMPONENT DUR. FAC. 1.15 FROM Py(IT ET THE • Yom- ButhCity, MO 63045 NU DESIGN IL0111690~t5fU/!R PER Ala/141T1 $EC."SE OF THIS COMPONENT FOR MY BIIIDiMG IS THE RESPONSIBILITY OF THE •.,,,~NALM,VVV','~~ SPACING 24.0" JREF- 1SV72513Z02 { THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q659160-/SLSH Fill in later, OH - A2 11' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 27.29 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere In roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member, Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L/240 total load. 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Mm ~ 6 1 i 3X56 r- 2X411 3X50 (a) (Ak 9-1-0 4-0-11 ~tM 20-0-8 + 2X4111 3X5- 3X12=- 1-5-0 9-7-0 _1_ _I ~-11-0-0 Over 2 Supports R=735 U=180 W=3.5" R=625 U=197 W=3.5" Des i gn Cr i t : TP I -2002 (STD) PLT TYP. Wave C /RT=1,25 1.25 /10 0 7.22. OH/-/1/1/-/R/- Scale =.1875"/Ft. •oAMwIDO•• TRUSSES REQUIRE MAINE CARE IN FABRICATION. IWOLINO, SNIPPING, INSTALLING AND INUICIMG. ~ • TC LL 25.0 PSF REF R2513- 28809 REFER TO MCSI 1-03 (BI/ILDINO COHPOENT SAFETY INFOMTICN). PUBLISHED BY TPI (TRUSS PLAT[ IMSTIT1/1[, !U3 , u y O'CHOFRIO OR.. SMITE 200. SADISM. III 53719) AND TIM (NOW TRUSS COUNCIL OF "ERICA, 6100 EIRENRIS[ LN. 4 NAIHSOI, 11 63119) FOR SAFETY PRACTICES PRIOR TO MWONINO THESE FUNCTIONS. UNLESS OIIERBISE INDICATED, r TC DL 10.0 PSF DATE 03/03/06 TOP CHOW SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AM GOTTON CHORD SHALL HAVE A PROPERLY ATTACHED HUNWAN A/ RIGID CEILINQ. w NMAL Rp~~ W BC DL 10.0 PSF DO NOUSR2613 06062024 -IMI}•MTAMIT-FURIISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTMCTON. ALPINE ENGINEERED 5=1 O I PRODUCTS. IIRC. SWILL RDT BE RESPONSIBLE FOR AT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O • BC LL 0. 0 PSF N!0-EEG PPH/PPH * F ALPINE TRUSS IM CONFORANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES. L~ 2 DESIGN NNECTOR ORMFp9G 111E AVPEI CARL ZO Ift/161 OF WS (NATIONAL DEADEN SPEC. BY ~pS) NO TPA. ALPINE •~`•C/nTC~L.~~ ET TOT. LD. 45.0 PSF COMIECIm PIAI[S ARE NAG[ OF OF ZO/IBHBRA (II (1,N/S/N) AST11 S7Y 11 A053 53 BADE /O/BO (1. 1VN.S) WLY. STEEL, APPLY LY J G s CO PLATES TO EACH FACE OF TRUSS AID, uRESS OTHERWISE LOCATED ON THIS DESIGN, POSIT40M PNR DWRNIMOS 160A-Z. *4 j T1 TT~~ ANY INSPECTION OF RTES FOLLOVEO BY (1) SWILL 01 PER RANEE AT OF TPII-2002 SEC 3. A SEAL ON THIS OUR. FAC. 1.15 FROM PING ' AlpineixlgineerodCTOdu( 1nC. IMrININO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT IGN S ONN. DESIGNER E PER w~lABII LI TY NO USE OF THIS CGSPOIENT FOR ART BUILDING IS THE RESPONSIBILITY OF THE Fadh City, od 63045 BUILDING I SEC 2. '+t1ms11 SPACING 24.0" JREF- 1SV72513ZO2 # THIS ON PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q659160-/SLSH Fill in later, ON - A3 11' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 26.63 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Sot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purlins to brace all flat TIC 0 24" OC. Bottom chard checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0,00 windward factor and 1.50 leeward factor. i Mm 3X5 i 6 1- 3X5~i 2X4 II (A) (A) s-1 -a f 4-0-11 1 X20-0-8 TT ' 3X5= 5X8- 2X4 If I it 4 I_ 7-7-0 3-5-0 _I 4 --11-0-0 Over 2 Supports R=684 U=180 W=3.5" 11=552 U=187 111=3.5" Design Crit: TPI-2002(STD) N?~~~i, PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 4 OH/-/1/1/-/R/- Scale =.25"/Ft. 911MwIMB•• TRU)SES R6GUIRE EXTIERE CANE IR FABRICATION. HANDLING. SHIPPING, INSTALLING AM OWING. •REFER 70 BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 61i TC LL 25.0 PSF REF R2513- 288 1 0 D'ON FRIO OP.. SU17E ZOO. 11010190111, 11 611119) AND RCA (11100 TRUSS COMIC OF AMERICA, 6200 ENTERPRISE LN. MADISON. 11 63719) FOR SAFETY PRACTICES PRIOR TO PERFONMINO THESE FUNCTIONS. UMlESS 071ER115E INDICATED, R WAN TC DL 10.0 PSF DATE 03/03/06 TOP ONMO SMALL HAVE PROPERLY ATTACHED 9TAV17RIRAL FRILLS AND WrM CHORD SMALL HAVE A PROPERLY Alf"M RIGID CEILING. 501 2 W 8C DL 10.0 PSF DRW MOUSR2513 06062025 `•OlTS INC. •LL SH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED TO BUILD ~ A DEVIATION N , SHIPPING. IP OOPID G.ESIGN; ION; NUR FAILURE 716 DESIGN Cl4, NC. -SMALL NOT 1E RFSPOISIRL FOR ALPINE IM CFORBIS AECE 117M OR FABRICATING. OLUIG S INSTALLING • BRACING OF 111145519. S? bE51 N COIFOAI9 1IlN APPLIOIBE PIlOY151911 OF NOS S (NATIONAL DESIGN GN SPEC. My BY AF6PA) AND "A. I RACD ALPINE I.• O CONNECTOR MATES ARE MADE OF 20/111/16TM (1.H/SI6) ASTr A653 DIME 40/60 (1. K/N.s) GALV. STEEL. APPLY ~ •OD / PLAT 1901011 4101 FACE OF TRUSS AND. VRESS OTIERIISE LOCATED ON THIS DESIGN, POSITION PER OININ65 /ST TOT.LD. 45.0 PSF 'GO-Z. 0866060 p,, 1., ANY OF PATES FOLLOWED BY (I) SHALL BE PER ANNEX AS OF TP11-2002 SEC.3. A SEAL ON THIS S V Aj*U`'+M~~~nc WNIVANG NDIICATTES THE PERCENT ACCEPTANCE OF MO ESSIOL tMOOWCAI NTRFOSYOBUILDIMG LELMFORETHE ToIBIss COMPONENT ,t~~~' `~9,DUR. FAC. 1.15 FROM PWG SPACING 24.0" JREF- 1SV72513ZO2 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q659160-/SLSH Fill in later, OH - A4 11' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 25.96 ft mean hilt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Bottom chord checked for additional 20-psf live load In areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 1 4X6(R) III 3X5= s~ 4X6,0 7- -8 4-0-11 +20-0-8 5X8= T 2X4 III 2X4 III (r 5-7-0 5-5-0 I RE 11-0-0 Over 2 Supports R=567 U=180 W=3.5" R=626 U=180 W=3.5" Design Crit: TPI-2002(STD) ~~0,~I~t~~-~~7?i PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.2 WO*** 0H/-/1/1/-/R/- Scale =.3125,,/Ft. '••1RRIRB•• TRUSSES REWIRE ERTAM CARE IN FABRICATION. Mw•LING, SNIPPING. INSTALLING AND "CING. r • REFER TO SCSI 1-03 (WILLING COPONENT SAFETY INFORMATION). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. 68d TC LL 25.0 PSF REF R2513- 28811 D'ONOFRIO DR., SUITE 200. MADISON. BI 53719) AM UICA (MOOD TRUSS COUNCIL OF AMERICA, 8700 ENTERPRISE LN. • YAOISON. WI 67719) FOR SAFETV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTENa1SE INDICATED, w`~.w~~ FE ~ TIC DL 10.0 PSF DATE 03/03/06 TOP CHORD SUAf HAVE PRGPERLV ARAOIEO SIMICTIIW. PMfLS AND 110"M OGLE! SMALL INVF A PROPERLY ATTACHED SIC AIGID CEILING. ob f UJ. BC OIL 10.0 PSF ORW MOUSRZS13 06062026 IMPORTANT••FuB115H A CWY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEEREO • PRODUCTS, INC SAIL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ATV FAILURE TO WILD THE t IO; BC LL O . 0 PSF MO-ENS PPN/PPH ALP I NE TRUSS IN C• FORMANCE WITH TPI; R FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TNNSSrs. DESIGN CONFORMS WITH APPLICABLE I.ROV 'SIGNS OF NOS (MTIOML DESIGN SPEC. BY AFWA) AND W1. ALPINE • CONNECTOR PLATES ARE MADE Of 20118115" (W.H/S/N) ASTW A653 VAX 40/80 (W. IVH.S) GALV. STEEL. APPLY /STS •OO TOT. LD . 45.0 PSF PLATES TO EAOI FACE OF TRUSS AND, UNLESS ONERWISE LOCATED ON THIS DESIGN, POSITION PER ORMINGS 1GOA-S2. Ar , 'O 46966 p ____J TL,_,L ANY INSPECf1O1 OF PLATES FOLLONED BY (1) SMALL BE PER AMEX A7 OF TPI1-2002 SECS. A SEAL DN TH OUR I NN {FMS •~ti Alpine EngO1CCTCd PTOdUC13 IOC. DRAW MG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE Tam CGIpONENF .FAC. 1.15 FROM PWG }S9T(Il Cllr, M0 63t345 DESIGN NS OW. BIER PEER SUITABILI AND USE OF THIS COMP01E1NT FOR MY WINDING IS THE RESPONSIBILITY OF THE I SEC 2. SPACING 24.0" JREF- 1SV72513ZO2 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (Q659160-/StSN Fill in later, ON - A5 11' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 25.29 ft mean IT t, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #11#2 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0,00 windward factor and 1.50 leeward factor. 4X6= 3X5= 2X4 III e F- 3X5!0 6- -8 4-0-11 X20-0-8 5X8= T 2X4 III 3X5= I_ 3-7-0 7-5-0 _I ! 11-0-0 Over 2 Supports I R=550 U-180 W=3.5" R=694 U=180 W=3.5" Design Crit: TPI-2002(STD) PLT TVP. Wave C /RT=1,25 1.25 /10 0 7.22 ? / OH/-/1/1/-/R/- Scale =.375"/Ft, • DAMIN'• TRUSS" REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. TC LL 25.0 P5F REF R2513- 288 1 2 REFER 70 BCSI 1-03 (BUILDING CONOEMT SAFETY INFORMATION), PLOLISNO BY TPI (TRUSS PLATE MMITM. &W • Y O'ODMIO M., 51117E ZOO, MADISON, WI 53719) AND BIG (VOOD TRUE COUNCIL OF AMERICA, 6300 ENTERPRISE W. MADISON, WI WIG) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0 PSF DATE 03/03/06 TO' CHORD SMALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS REM BOTTOM GOOD SMALL HAVE A PROPERLY ATTACHED AN W RIGID CEILING. = ••M~OATANT••FUBIISN A COPY OF THIS DESIGN 7O WE INSTA"TIOI COWWCFOR MP11E FASIOEENm t DL 10.0 P5F DRIP 110115X2573 06062027 PRODUCTS. INC. SHALL NR IE RESPONSIBLE FDA ANY DEVIATION FMON THIN VISION; ANY FAILURE TO BUILD THE V~ar~ BC LL 0 . 0 PSF MO- ENG PPH/PPH ALPINE TRUSS IM CONFORMANCE WITH YPI; OR FMRICATINi, WAXING, SNOWING. INSTALLING • BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OESIGN SPEC, BY AFEPA) AND TPI. ALPINE {///MMM~999 n? OO ` - CONNECTOR PLATES ARE MADE OF 2O/11 IGGA (W.H/S/N) ASTM M53 BLADE 40/BO (W. N/N.S) SALV. STEEL. APPLY O.~,J I f OO TOT.LD. 45.0 PSF PLATES TO EACH FACE OF TRUSS AND. BLESS OTHERWISE LOCATED d THIS DESIGN. POSITION PER DRAWINGS IMA-2. S~aea*a ~ OUR. FAC. 1 .15 FROM PWG M y'1~'T-qJ1 T AMY INSPECTION OF PLATES FOLLOWEO BY (I) WALL BE PER AREX A3 OF TPI1-2002 SEC.3. A SEAL ON TATS . E,`~„-_" LA'•• DESIAWING INDICATES CCETANCE OF ENGINEERING ITY SOLELY FOR THE GN SHOW- THE SUUITABILITY AND USEPROFESSIONAL OF THIS COMPONENTRF AN BBUILDING IS THE WSPOISNB~ILIIYY OF THE ON t~'' F8n))Ciiy, MO OU BUILDING DESIGNER PER ANSI1TPI ISEC. 2. ,•~~i<S?il~~~', SPACING 24.0" JREF- 1SV72513Z02 l (8659160-/SLSH Fi i l in later, OH - AS 11' Common) THIS DID PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUMITTEO BY TRUSS MFR. Top chord 2x4 SPF #1/#2 90 mph wind, 24.63 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 f Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC s 2411 OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6- 8 2X411 3X5= 3X5 s 4-1 -8 4- 11 -20-0-8 1 3X5= 5X8=- 2X41 T 11 2X4 III 9-5-0 _I 11-0-0 Over 2 Supports R=544 U=180 N=3.5" R=646 U=180 w=3. " Design Crit: TPI-2002(STD) ? t.~Gi~ PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22 a1 7~ ~ OH/-/1/1/-/R/- Scale =.375"/Ft. "IB1111MOM " TRUSSES REWIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AM BRACING. ~ TC LL 25.0 PSF REF R251 3- 2881 3 REFER TO WSI 1-03 (AIILOINO COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (MISS PLATE INSTITUTE, SB3 t O'ONOFRIO OR., SUITE NO. MADISON, ¦1 63719) AND RCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE /R, MADISON, BI 63,19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICAFEO, Efaty~H i TC DL 10.0 PSF DATE Q3/03/O6 TOP C"ORP PALL HAVE PROPERLY ATFAC ED SIROMRAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATFApED A i C BC DL 10.0 PSF DRW MIOUSR2513 00062028 ALPINE RIGID CEILING. P~IIMP~MT?1M7(P •FUMISN A Cm CA THIS DESIp TO THE INSTALLATION OONIRAC7G1. ALPINE ENOIMEERED PRODUCES. ANC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILINE TO BUILD TIE BC LL 0.0 PSF MAO-ENG PPH/PPH TRlrss IN CONFORMANCE V- TPI: OR FAM ICATING. IWOLING. SHIPPING, INS I.. A .1. OF TNSSES. DESIGN WF6O61S WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFWA) AND Wt. ALPINE 1 COBf[CTOt PLATES ARE NADE OF 201I311WA (B.N/S/N) ASTO AAS3 WOE 50/60 (B, R/H.S) G1LY. STEEL. APPLY as ST0.10 TOT. LD. 45.0 PSF PLATES TO EACH FACE OF TRUSS AID. UNLESS OTERBISE LOCATED ON THIS DESIGN, POSITION PER GMNINOS IWA-E }1~ -J Iy,1 ANY INSPLCTMOI OF PLATES FOLLOWED BY (1) SMALL Of PER ANNEX A3 OF TRII-XW SEC. 3. A SEAL ON THIS f Alpine i)loEledProd'63i 645 Inc. NOAEIMO MIDI, CAT I- ACCFDFANCE OF PADFESSIONAL EMGIRERIBi RElOIISNBULITY SOLELY FOR THE TOSS COIF I- , O L 'Sw DUR. FAC. 1.15 FROM PK ^"'T°EDS~pING4ip ES~IGNER PEER SUFTABIL ~1 T7 AND VSE OF THIS COMPONENT FOR ANY BUILDING 13 THE RESPONSIBILITY OF THE l.alttl City, M063 2~ Iftff1111f11L, ' SPACING 24.0" JREF- 1SV72513ZO2 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS Md. (Q659160-/SLSH Fill In later, OH - A7 11' Common) Top chord 2x4 SPF #1/#2 90 mph wind, 24,03 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Webs 2x4 SPF #3 psf. End verticals not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meats L/360 live and L/240 total load. 3X5° 2X4 Al 3X5= 3-1 -14 3-1 -13 . f~ { 20-0-8 5X8 s 2x4 Hi 2x411 LRE 11-0-0 Over 2 Supports R=487 U=180 W=3.5" R= 95 11=180 W=3.5" Design Crit: TPI-2002(STD) t- y PLT TYP. Wave C /RT=1.25 1.25 /10 0 7.22. ea~'7 ~'r? OH/-/1/1/-/R/- Scale =.5"/Ft. ••.,,.IIIMY•• TRUSSES REQUIRE EATREME CARE IN FABRICATION. HOWLING. SHIPPING. INSTALLING AND BRANCIHO. TC LL 25.0 PSF REF R251 3- 2881 4 REFER TO BCSI 1-07 (BUILDING OOWUAVF SAFETY INFOUATIGN). PUBLISHED BY TPI (TRUSS PLATE INSTITITIE, SRS r - D.OROFRIO M., SUITE zoD, rAO15ON. ¦t 6571(1) AM iFIG (NDOD TANPSS COUNCIL of AMERICA, BTOD ENTERPRISE IN. TIC DL 10.0 PSF DATE 03/03/06 MD19GN, NI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERMISE INDICATED, TOP ODIOIO SWILL HAVE ~ERLY ATFA04ED S IARICIUAL PANELS ARID BOTTOM CONRAD SIOILL HAVE A PROPERLY ATFACHED HU RVYADt RIGID CEILING. R~,P ~ Fw' -BC DL 10.0 PSF DRw MOUSR2513 06062029 INIMMYANT44FUNIISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPII! EHOIYIERED A/RIA/II~ 0 PRGNUCIS. INC. SNALL NOT M AESPO BIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE /O~A~ O BC LL O. 0 PSF IIIO-EKG PPH/PPH ALPINE TRUSS IM CONFORMANCE WITH TPI: OR FAMIGTING, HANDLING, SHOWING, INSTALLING i s3tc LNG OF MASS ES. DESIGN CONFORMS WITH APPLICABLE PROUISIONS OF LOS (NATIONAL DESIGN SPEC. By AFOPA AND TPI. ALPINE A• ^ COMECFM PLATES ARE WADE OF 20/111//860 (111 ASTM 0663 OWE 40/60 (M. A/H.S) GALV. STEEL. APPLY MM~~sT V~iMM~` • TOT. LD. 45. Q PSF FLAT ES 10 EAOI FACE OF MASS AM. UNLESS OIHYRHM LOCATED ON THIS OESION, POSITION PER DRAMINGS 161. n AA.• AAA• ANY INSPECTIGN OF PLATES FOLLONEO BY (I) SHALL HE PER ANOXIA AS OF TP41-2002 SEC.3. A SEAL ON MIS FAC. 1.15 MG FROM Alpine E8B)th CityMO63045 Inc. 0 NO INDIWIIS SN DESIGNER PTHE ER SUITABILITPOOD Y ENGINEERING MY SUILD114 IS THE RESPONSIBIILLITYY OFN pOR. TIE •,~~,,e+I f ' . • , 1"lT SPACING 24.0" JREF- 1SV72513ZO2 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE, WEB L--BRACING: \ BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE i 2X3 OR 2X4 1 ROW 2X4 1-2X4 j 2X3 OR 2X4 2 ROWS 2X6 2-2X4 + 2x6 1 ROW 2x4 1-zx6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 I-2X6 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X8(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .126"x3° GUN SCAB BRACE NAILS AT 6" O.C. BRACE IS A MINIMUM T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE 80% OF WEB MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. E t i 11 OF ~I I THIS DRAWING REPLACES DRAWING p679,640 k ••VARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND ]0 PSF REF CLB SU$ST. BRACIN4 RCf_R TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY 7P1 (TRUSS C2 pF DATE 1 PLATE INS717UTE. 583 DIONOFR10 DR.. SUITE 200, MADISON, VI. 33719) AND VTLA (WOOD TRUSS COUNCIL W(~ Pt71 /26/03 Of AMERICA. 6300 ENTERPRISE LN. MADISON. VI 93719) FOR SAFETY PRACTICES PHOR 10 PERFORMING (ly THCSC FUNCTIONS- UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY A7IA03 V (•p STRUL7URAL PANELS AND BOTTOM LHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ~Y PSF DRWG BRCLBSU81103 VNIMPORTANTss FURNISH COPY OF THIS DESIGN 10 INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r w PSF -ENG MLH/KAR BUILD THE 7RRUSSES.CONFORMANCE DESIGN WITH APPLICABLE HANDLING. COWOORMS TP)i OR ICABLE PREIVIS)ONS OF NOS BRACING OF (NATIONAL DESIGN SPEC, 4D/60 B(VKS)iGALV STEE COPPPLT PLATESCTOACACNAFAC~OFDTIRUSS AND. UNLESS OTHERWISE LOCATED •~:CG~STLD. PSF ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION 6 PLATES FOLLOWED BY (I) SHALL 80600ALPINE ENGINEERED PRODUCTS, INC. I BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF IVe POMPANO BEACH, FLORIDA SUITABILI[T~Y ANON VISE EOFN7HRS SCOFPONE NIT FO RANY BULL DING IS~1 CCRESPONSIBILIIT OF TICV BUILDING /'UR. FAG. i DESIGNER. PER ANSI/7PI i SEC. 2. PACING FOR: W1 HOMES SHOWCASE HOUSE STYLE LAGGEN PARCEL NO. VA LOT NO.: 7J & 74 ADDRESS: 670.3 & 5707 COOPERSTONE DRIVE SUBDIVISION: GREYSTONE MEWS CITY OF DUBLIN COUNTY OF FRANKLIN P.B. 108. PGS. 9.3-94 ORDER NO 62606 FL OOD ZONE- X COMMUNITY PANEL: J9049C PAGE.' 0126H DA TE.' 3116104 .1.',O"7cr1 All ^~.'~e Structures Tree Protection Fencing llafltcal Units MUST BE INSTALLED AND INSPECTED RESERVE E PRIOR TO START OF ANY CONSTRUCTION. CALL PLANNING DIVISION FOR INSPECTI ~/_O,oOS w w w w / ED WALk ~Q PROPOSED WALK aif, TC=872.9 SA SA _ SA CITY OF DUBLIN OHIO 3~. Q a I a SA A_ ZONING PLAN REVIEW J c0 APPROVED AS NOTED / N Z Q > 31 31 J I I IN ? La/l~ cT!- ZS.Gb o ?2.44 , Q > I M M N ? SCALE: 1" = 20' 91 3 ,60, 30.38 28.00' ^ 28.00' N 20 10 0 20 o° 2.29'8.50. 2.25• 10.0' o 17.05' 0 0 0 7 71 / o PORCH ~ 92' 2 B~L ^4 opORCH a o 11.83' 1 33? PORCH 16.38' 9.67' oo ° 10.42' o r------ NOTE: 11.5 BUILDER TO PROVIDE EROSION AND SEDIMENT CONTROL DURING Q q' N o' ^ rn ALL PHASE OF CONSTRUCTION. CO of 00 7^ FF=879.46 u L TOW=878.33 0 825, oo BSMT.=869.99 75 12.00' 1'ATlO 9 17 UNIT SEPARATION LINE (USED AS REFERANCE ONLY) B ~ 0'rr J/z ; PATIO ^ \ l) ; (SEE DETAIL 7 ^ PATIO o0 - 11 r\ BELOW) / 3 (SEE DETAI o 'g 828 `-'*h BELOW) CR We hereby certify that the forgoing PLOT PLAN was prepared from information provided by the client and data obtained from a 12.00' 9 17' - - - an engineered subdivision plan. This plot plan is to be used by the CLIENT for the sole purpose of obtaining a BUILDING PERMIT. Qj The use of the plot plan for any other purpose is strictly p prohibited. OR O THIS SPACE PRO 1490 FOR ZONING OFFICER OK Y M GARAGE REQUIRES APPROIED ADDITIONAL STEPS o FOR BUILDING 73 0 r` DA TE o 8762 50.84' 876.6 Bikepath/Sidewalk Required 48.83 3a o' 28.0 ' 28.00' C0ti1P4C C A11 'ti'SPECTION LINE TO M jo MAU" 875.7 876. 16' DRIVE F !NSPECTION 16' DRIVE 1. 52X O~VIREp N G1,~gN , ` 32' EASEMENT ' SLOPE SLOPE cF rRE ~y rrgRYR eq~KF,~ 5° 5 o STEELS E 5~ o £s <JN FR Rq~ ANA M304 5 g1 u .15 A j 28.00' 875 6 34.00' 28.00' - 876.5 28.00' Street rt%ee '8qutd qDRw£R j--------------- CALL CITY FORESTER BEFORE 44y NOTICE TO APPLICANT ORDER, AIM, LNSIALI ATION sEP ;E OWNERICivic ASSOL'A~ HEJiEw ENGIINEERINGCOMPLIANCE AjP . 0*OVAL MAY 61 RE~Uif~~4~i talfL) 14Y; ' !O 4'_ City of Dublin APPROVED AS NOTED I MAINTAIN FENCE 6" El- SCREEN ALL UTILITIES 2 PP 0-7, 9,5 .0 6 AWAY FROM WINDOWS FENCE SUPPORT FACER UNIT 7-T INFO. UNIT 74 INFO. LOT 3, 402 50 FT. LOT.' 2, 800 SO FT. UNI P 2,111 50. FT. UNIT- 1, 664 50 FT. PATIO FENCE DIVIDER ° a COIERACE.• 621 X COVERAGE.' 59.4 % ° 4a 1 HEREBY CERTIFY THAT I HE CONCRETE ° ° 2, ° < a GRADE ELEVATIONS SHOWN QN of PATIO p~E 0/y PLANTING k THIS PLOT PLAN ARE THE % ° BED ° PATIO CONCRETE , 4 HEATHER 4 4 e ° L• RESULT OF AN "AS BUILT" SURVEY e 4 - - - 6' HEIGHT GATE KING PERFORMED ON - ' S-8307 : p p• Ire, ,o ••FG+sT'Ea VARIES MAINTAIN FENCE 6" i t~ 110'-12' AWAY FROM WINDOWS 0, s/ONAI S\ OR nun TUBE Yf?T,~~~ *~~rri~rrrtr„s~ess~` PATIO - ENLARGEMENT PLAN 7 0 NOT TO SCALE PROFESSIONAL SURVEYOR DATE REVISIONS DATE PREPARED BY.• LOT NO. 73 & 74 REVISED GRADING 7124106 ?08 NO. 2005-5080 LVA DRAWN 8Y OF8 Evans, Mechwart, Hambleton & Tilton, Inc. CHECKED 8Y TIP • Building Services SCALE 1 = 20' 5500 New Albany Road, Columbus, OH 43054 Phone 614.775.4130 Fax: 614.775.4817 M c M x x v DATE 717106 CITY OF DUBLIN Division of Building Standards • 5900 Shier-rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application RECEIVED 0 AUG 0 9 2006 Revision Fee $ BUILDING DIVISION CITY OF DUBLIN Application Number v& -ao%cl- l Address 703 e00P6967-0ni6 Reason for Revision 01-Itk "Note: All revisions must be clearl highlighted or clouded on all the revised plans and plot plans.** Contact Name -.S Ti9G D TA B Contact Phone Number &1q q 3 - sg3j For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Infonnation l n AA i MWI HOMES www.mihomes.com August 7, 2006 Mr. Brian O'Reilly Showcase Division NU Schottenstein Homes, Inc. 3 Easton Oval, Suite 240 Columbus, OH 43219 RE: "Laggen " Nvtodel Lot 9GN1 73&74 Grey-stone ivlews Brian: Per your request I have made the walk thru revisions to the above referenced project. The following structural revisions were made: 1. To relocate the basement door of side B, the stairs to the basement level were revised and a 3" round steel post with a 24"x24"x12" concrete footing was added per the attached sketch. Along with the above structural revisions, there were a significant amount of floor plan and elevation revisions made. Therefore I recommend complete revised sets be resubmitted to the local building authority for their review as soon as possible. Please call if you have any questions, or if additional information is required. Sincerely, Je ey A. Pierce chitect JEFFREY A.LVIN F' i cc: George Boury PIERCE 8298 Crystal Stair Joe Martin ti 3 Easton Oval, Suite 410 • COIumbLIS, Ohio 43219.614/418-8000.614/418-8373 Fax Listed on the New York Stock Exchange I ,.06/29 0346 , FRAMIN PAN _ NOT ~ S; (f"'~ ~~~~~pp~ ; 1, FLOOR FRAMING DESIGN BASED ON ~J.l~l.l]t3J W!ril7DW RQDM WIMJDW GLAZING TOTAL RfDt? EGRESS EGRESS (EGRESS d REQ10 LPI 20PLUS (1,5E1 I JOISTS BY LOCATION SQ Fr Dl~k f,Kl! L TEriP. PER GLAZING GLAZING WIDTH hIEIGHT VENTILATIQNI VENT. VENT. L REV. ISSUE DATE; RAL STRUCTURAL RNO ARCHITECTURAL LOUISIANA PACIFIC, UNLESS NOTED. SIZE Winnow SQ Fr. Sa Pr. 1. GENE 2. RLL HANGERS BY SIMPSON STRONG-TIE 11/20/96 1JDTE$ RRE INTENDED TO AUGMENT THE UNLESS NOTED (ATTACHMENTS TO BE PER DEN 117.76 S0. FT, 3 2860 NO 11.78 S0. FT, 35,34 S0, FT. 9.42 S0. FT. 26,9375" 32" 5,96 S0, FT. 4.71 S0. FT. 17.94 S0, FT. DRAWINGS RND SPECIFICATIONS. SHOULD MANUFACTURER'S SPECIFICATIONS) FT. REVISIONS: CONFLICTS EXIST BETWEEN THE GENERAL 3, I-JOIST ENDS TO HAVE 1 1/8" OSB FT. STRUCTURAL OR ARCHITECTURAL NOTES AND RIM BOARD, DINING ROOM 134,00 S0. FT, 2 3060 NO 13.56 S0. FT. 27.12 S0. FT. 10.72 SD, FT, 30,9375" 32" 6.87 S0. FT. 5.36 SD, FT. 13.74 S0. FT. THE DRAWINGS, THE STRICTEST PROVISION 4, FLOOR TRUSS DESIGN BASED ON FT. SHALL GOVERN. PRE-MRNUFRCTURED FLOOR TRUSSES USING BREAKFAST RRER 136,10 S0. FT, 1 D68 DR, YES 6723 S0. FT, 6723 S0. FT. 10.89 SO FT. 34.9375" BO" 19,96 Sfl. FT. 5.45 SO FT. 19.98 SD, FT, GOVERNING CODE; POSI-STRUT MEMBERS 8Y MI-TEK. 2' FORTH BY. DESIGN BY OTHERS. FAMILY ROOM 5 2614 YES 2,33 Sfl. FT, STRIOTEST PROVISIONS R5 SET 5. DESIGN LIVE LORD 40 PSF 2004 RESIDENTIAL CODE OF OHIO DESIGN DEAD LORD 15 PSF FAMILY ROOM 270,74 S0, FT, 5 2850 YES 9.57 SO FT, 59,5 Sfl. FT. 21,66 S0. FT. 26.9375" 26.5625" 4.97 S0. FT, 10,83 S0, FT. 24.85 S0, FT. FT. 2003 INTERNATIONAL RESIDENTIAL CODE 6. PARALLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL. MASTER BEDROOM 3 3014 YES 2.67 S0. FT, I 7. FLOOR FRAMING SHOWN HELD IN 1/2" - - - - - • FROM PERIMETER -SEE START POINT MASTER BEDROOM 214,55 S0. FT, 3 3050 NO 11,01 S0. FT, 41.04 S0, FT. 17.16 S0, FT, 30.9375" 26.5625" 5.71 S0. FT, 6,58 S0, FT. 17.13 50. FT, FT. XHRUST ERNS TO VENT TO THE OUTSIDE DETAIL THIS SHEET. ALL BATHROOM E 8, LAMINATED VENEER LUMBER (LVL) BASED MSTR. BATH 103.11 SOFT. 2 3050 YES 11,01 S0. FT, 22.02 S0, FT. 8.25 SD. FT. 30,9375" 26.5625" 5.71 S0. FT, 4.13 S0, FT. 1L42 SO FT. FT. THES DRYER EXHAUSTS TO VENT TO THE OUTSIDE, ON THE FOLLOWING MINIMUM PROPERTIES; ALL CLO Fb(PSI) Fv(PSI) E(PSI) FT. MANUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN --tea- ~ BDRM, x2 155,60 S0. FT, 2 3050 NO 11,01 S0, FT, 22,02 S0, FT. 12,46 S0, FT. 30.9375" 26,5625" 5.71 S0. FT, 623 S0. FT, 11.42 S0, FT. THE LENGTH OF DRYER EXHAUST RUNS, SPECIFICATIONS g, ALL POINT LOADS FROM ABOVE TO BE TO BE SUBMITTED WITH PERMIT SET, IF MANUFACTURER IS SUPPORTED W/ BLOCKING SAME WIDTH BDRM, •3 177.17 SD, FT, 2 3050 NO 11,01 Sa. FT. 22.02 50, FT. 14,17 Sfl. FT, 30.9375" 26.5625" 5,71 S0. FT. 7.09 S0. FT. 11.42 S0, FT. NOT KNOWN, 25-0 MAXIMUM RUN WITH A 5 0 DEDUCT FOR RS CALLED OUT ON FLOOR PLAN. FT. EACH 90 DEGREE ELBOW, .CONTRACTOR TO VERIFY INSTALLATION BDRM. x4 2 2844 NO 6.35 SO FT. ATION PRIOR TO INSTALL, 26.9375" 22.5625" 3,75 S0. FAT, LOC ]FT THE PROVISIONS OF THE NATIONAL ELECTRIC CODE BDRM, u4 20993 SO FT, 2 3050 NO 11,01 SO FT. 34,72 SO FT. 16,78 S0. FT. 30.9375" 26,5625" 5.71 SO ~T. 4.41 S0, FT, 16,92 S0. FT, NFPA 70, SHALL GOVERN THE INSTALLATION, TESTING, _ RND OPERATION OF THE ELECTRICAL SYSTEMS. DETECTORS INTERCONNECTED 1. ROOF TRUSS DESIGN BASED ON PROVIDE SMOKE & CARBON MONOXIDE PRE-MANUFRCTURED ROOF TRUSSES WITH 110V. AC. AND BATTERY BACKUP BY OTHERS. WIN:nW RDQM WINDOW TEMP, GLAZING TOTAL REO)7 EGRESS EGRESS (EGRESS d REQn TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MAX 2. ALL HANGERS BY SIMPSON STRONG-TIE LOCATION S4 fT. [ CALL PER GLAZING GLAZ,TMG WIDTH hE'IGHT VENTILATIQAO VENT. VENT INSULATION EXPOSED UNLESS NOTED (ATTACHMENTS TO BE PER SIZE WiM7DW SQ FT. Sa fT. FLAME SPREAD RATING OF 25 RND MAX, SMOKE DEVELOPMENT FACTOR OF 450. PER MRNUFRCTURER'S SPECIFICATIONS) CODE SECTION 316 ~ 3, I-JOIST RAFTER DESIGN BASED ON LPI DEN 137,60 S0. FT. 2 3060 NO 13.56 SO FT. 27,12 S0. FT. 11,01 SD. FT. 30,9375" 32" 6.67 SO FT, 5,51 SD. FT. 13.74 S0. FT. FT. ED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION 20PLUS (1.5E) I-JOISTS BY LOUISIANA FT. ENCLOSED, INSULAT PACIFIC, UNLESS NOTED. DINING ROOM 170,6? S0. FT. 1 68 DR, YES 6723 S0. FT, 6723 SO FT, 13.65 S0. FT. 34.9375" 80" 19,98 S0. FT, 6,63 S0: FT. 19,98 S0, FT, OR VAPOR BARRIER. 4, DESIGN LOADS A. I-JOIST RAFTERS; 4 ARC-FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRANCH 15 PSF DEAD LORD KIT,/BRKFST. 2 2826 NO 5.44 S0. FT. a CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) 25 PSF LIVE LOAD B, ROOF TRUSSES. KIT,/BRKFST. 2 2614 NO 233 S0. FT. ALL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GARAGE OR 20 PSF TOP CHORD LIVE LOAD FT. BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED PER 10 PSF TOP CHORD DEAD LOAD KIT./BRKFST. 243.24 S0. FT, 2 2650 NO 9,57 S0. FT, 34.68 S0, FT. 19.46 S0. FT. 26,9375" 26,5625" 4,97 S0, FT, 9.73 S0, FT. 9,94 S0. FT. NEC SECTION 210.8 !0 PSF BOTTOM CHORD LIVE LOAD 5 PSF BOTTOM CHORD DEAD LOAD FAMILY ROOM 4 2814 YES 233 S0. FT, MINIMUM 20 RMP BRANCH CIRCUIT SHALL ~ PROVIDED, SOLELY 5, HOLD DOWNS TO SUPPLY LAUNDRY RECEPTACLES, PER NEC 210.11(cX2) A. ALL ROOF TRUSSES AND RAFTERS ARE FAMILY ROOM 324.02 S0. FT, 4 2650 YES 9,57 S0. FT, 45.27 S0. FT. 25.92 S0. FT. 26.9375" 26,5625" 4,97 Sfl. FT. 12.96 S0. FT, 19.18 S0, FT, FT. TO BE CONNECTED TO DOUBLE TOP FT. ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE PLATE WITH A MIN, OF (1) H2.SA MASTER BEDROOM 266,79 SO FT, 3 3050 NO 11,01 S0. FT, 33,03 S0, FT, 2134 S0. FT. 30,9375" 26.5625" 5.71 SO FT, 10.67 S0. FT, 17,13 S0. FT, BY SIMPSON OR EQUAL, UNLESS ANY WINDOW WITHIN 2'-0"• OF R DOOR ,RLL SIDELITES 6 SHOWER NOTED OTHERWISE. MSTR. BATH 93.21 SOFT, 1 3040 YES 8.47 S0. FT. 8.47 SO FT. 7,46 S0. FT, 30,9375" 20" 4.3 S0. FT. 3.T3 S0, FT. 4,3 S0. FT. FT. DOORS TO BE TEMPERED PER CODE SECTION 306.0 B, GIRDER TRUSSES RRE TO HAVE HOLD CHES BY 30 INCHES DOWNS TO RESIST THE REQUIRED gpRM, K2 121.91 S0. FT, 2 3050 NO 11.01 5fl. FT. 22.02 50, FT, 9.75 S0, FT. 30.9375" 26,5625;" 5.71 S0. FT, 4.68 5O FT. 11.42 S0. FT. i. FT. ATTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 IN UPLIFT FORCES AS SHOWN ON TRUSS HAVING A CLEAR HEIGHT OF OVER 30 INCHES, MANUFACTURER'S DRAWINGS. BDRM, k3 123.07 S0. FT, 2 3050 NO 11.01 Sfl. FT. 22.02 S0. FT. 9.85 S0, FT. 30.9375" 26,5625" 5,71 S0. FT, 4,92 S0. FT, 11,42 SO FT, I. FT. TTIC ILLUMINATION SHALL BE PROVIDED AND SWITCHED RT THE POINT A OF ATTIC ENTRANCE INCHES AT ALL STAIRS AT ALL ALL BASEMENT WINDOWS REQUIRE GURRDRRILS SHALL HRVE R HEIGHT OF 36 VE THE FLOOR RND (1) 1 3/4"x JOIST DEPTH LVL HEADER RAISED SURFACES LOCATED MORE THRN 30 INCHES ABO A 4" SPHERE W/3" BRG, ER, END SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW PASSAGE OF HANDRAILS HRVE MINIMUM AND MAXIMUM HEIGHTS OF 34 RND 38 , INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. HANDRAILS SHALL HAVE A SPACE NOT LESS THEN 1 1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL, THE HANDGRIP PORTION SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION r OR AN APPROPRIATE SHAPE WHICH SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND CANAL WINCHESTER JURISDICTIONS ONLY) ' THE GARAGE AND RESIDENCE SHALL BE SEPRRRTED BY A MINIMUM 1/2" GYPSUM BOARD STANDARD, ALL CEILINGS TO RECEIVE A WATER BASED TEXTURE MATERIAL SHALL HAVE 5/8 GYPSUM BOARD APPLIED. IF HABITABLE SPACE IS LOCATED ABOVE GARAGE, 5/8" TYPE X GYPSUIM BOARD IS REQUIRED RT GARAGE CEILING. STRUCTURAL MEMBERS ARE CALCULATED OPENINGS SEPARATING GARAGE RND RESIDENCE SHALL BE SEPRRRTED ON THE FOLLOWING DESIGN CRITERIA WITH 20 MIN. RATED FIRE DOORS, L 40 P.Sf. LIVE LORD IN ALL LIVING AREAS 2. 10 P.S.F. DEAD LOAD IN AlL LIVING RRERS FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED 3, R. RAFTERS: 25 PSF LIVE LORD, 15 F'SF DEAD LOAD D HORIZONTALI AND B. ROOF TRUSSES; ZO PSF TOP CHORD LIVE ORRFT OPENINGS (BOTH VERTICAL AN 10 PSF TOP CHORD DEAD LOAD TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES, AND 10 PSF BOTTOM CHORD LIVE LORD BETWEEN A TOP STORY RND THE ROOF SPACE 5 PSF BOTTOM CHORD DEAD LOAD ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING ARER OF NbT LESS iS THE PORTION OF A MRSONRY CHIMNEY LOCATED DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH THAN 8 PERCENT OF THE FLOOR AREA OF IN THE INTERIOR OF THE BUILDING OR WITHIN THE RATIO EQUAL TO OR GREATER THAN 6 TO 1 (NOMINALLYI EXTERIOR WALL OF THE BUILDING SHALL HAVE SUCH ROOMS, ONE HALF OF THE REQUIRED A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. AREA OF GLAZING SHALL 8E OPENABLE. OF 2 INCHES, CHIMNEYS LOCATED ENTIRELY OUTSIDE (Le, 2X12 JOISTS OR TALLER), THE EXTERIOR WALLS OF THE BUILDING, INCLUDING RLL FOOTINGS TO EXTEND BELOW FROST LINE. CRAWL SPACE VENTILATION SHALL BE POVIDED iED CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE 32" MINIMUM FROM GARDE TYPICAL U,N.O, ~ BY MECHANICAL VENTILATION RT A RATE OF SHALL HRVE A MINIMUM RIR SPACE OF 1 INCH. 34" MINIMUM FROM GARDE AT UNION COUNTY. AWINGS HAVE 1.0 CFM, FOR EACH 50 SQUARE FEET. 36 MINIMUM FROM GARDE AT DUBLIN RND DELAWARE JURISDICTIONS, TH ES E DR -CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER EN REVIEWED FOR AND ATTIC VENTILATION SHALL BE 1 TO 300 THE THAN ANY PORTION OF THE BUILDING WITHIN 10 FEET, BE ING BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) SHALL COMPLY WITH THE SQUARE AREA OF THE ATTIC SPACE, PROVIDING "WHERE THE CHIMNEY PASSES THROUGH THE ROOF. EXPOSURE C. THAT VENTILATORS RRE ENSTALLED IN THE UPPER UPPER 2004 EDITION OF THE T HATE WITH SPARK ARESTOR/CHIMNEY CAP. GROUND SNOW LOAD 20 PSF. DENTIAL CODE OF OHIO PORTION OF THE SPACE, ' CHIMNEY TO ERMI RESI " SEE STRUCTURAL SHEAR WALL PLANS FOR WIND DESIGN CRITERIA. SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE, MASONRY VENEER SHALL BE~ATTACHED TO THE SUPPORTING WALL WITH CORROSION-RESISTANT METAL TIES CONCRETE DRIVEWAYS, CURBS, WALKS, PATIOS, RND ANY HALL BE SHEET METAL TIES NOT LESS OTHER EXTERIOR FLAT WORK, INCLUDING THE GARAGE SLAB VENEER TIES S SHALL BE 4500 PSI RIR ENTRAINED. APPROVED piANS MUST BE ON THRN N0. 22 U.S, GAUGE BY 7/8 , CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES BASEMENT RND ALL INTERIOR CONCRETE SLABS SHALL BE SITE FO R ALL INSPEGTIQNS. ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL 2500 PSI AIR ENTRAINED WITH R VAPOR BARRIER LAPPED SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA. A MINIMUM OF 6" AT RLL EDGES. THERE SHALL BE A MINIMUM OF 1" CLEAR SPACE BEHIND VENEER, RT RNY VERTICAL LORD OTHER STEEL BEAMS RRE DESIGNED BASED ON ASTM-A36 MASONRY VENEER SHALL NOT SUPPO THAN THE DEAD LORD OF THE VENEER ABOVE, MASONRY FOUNDATION WALLS SHALL BE WATERPROOFED BY W T ON LINTELS AS APPLYING AN ABOVE GRADE DAMP PROOFING PRODUCT VENEER ABOVE OPENINGS SHALL BE SUPPOR ED AND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT ~ I SPECIFIED ON PLANS, ~ WITH A PROTECTIVE INSULATION BOARD BELOW GARDE, O LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES, A PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL THE GARDE AWAY FROM FOUNDATION WALLS SHALL FALL R HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE MINIMUM OF 6 INCHES WITHIN 10 FEET, WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED STEEL OR THE FOUNDATION. ROOF TRUSS AND RAFTER ANCHORAGE SHALL BE PROVIDED RT ALL ROOF MEMBERS,MINIMUM H2.SA BY SIMPSON STRONG-TIE, TYVEK HOUSE WRAP SHALL BE INSTALLED OVER EXTERIOR SHEATHING IN SEE ROOF FRAMING FOR ADDITIONAL INFORMATION ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, RN ICE BARRIER SHALL BE PLACED FROM THE EAVE EDGE TO W FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 AND 703,8 OF THE A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL, 2004 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL RESIDENTIAL (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLAYMENT CEMENTED W CODE, TOGETHER OR SELF-AOHERING POLYMER MODIFIED BITUMIN SHEET). WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703,7,6 ALL CONNECTIONS TO BE PER TABLE R602,3(1) OR R602,3(2) OF , ONE DRIVE OF THE 2004 RESIDENTIAL CODE OF OHIO AND THE INTERNATIONAL RESIDENTIAL THE 2003 INTERNATIONAL RESIDENTIAL CODE AND THE 2004 ~ COLUMBUS CQDE, (IF STUCCO VENEER, SECTION 703,6.2,1 GOVERNS), RESIDENTIAL CODE OF OHIO, UNLESS NOTED OTHERWISE, l pOS M ~ ~ ISSUE DATE; ~ ~ ~ 01/04/06 M N = REVISIONS; ROVIDE HAT VENTS REO'D 12 P i ~ H FOR VENTILATION BELOW ~ ~i ~ 1 LINE OF FIREPROOF PLYWD. 10 Y OPTIONAL EXTRA T ? ? ? ? ' ? OPT. MASTER RETREA ~ ~ MASTER RETREAT ? ? 12 12 ~ 3&74 ~ ~ Y 12 ? UNIT 2 ONL ? ITTED ? ? ? DORMER OM ~ ? 12 $ FOR CLARITY 10 ~ 8 12 - WW G. , 10 8 osr~ios _ _ p r - ~ I ' H - H F..,, it - ~ I I ' to ~ o 0~ LTI•...... ~ - ~ ' z , W I I ~ 12 - ~ a ~ I i2 ~ m ¢ 11 11 ~4 t~ II 11 _ ~ ~ ~ ® - ~ w o~ = o ~ _ _ ~ o ~ cv t 10" BO o0 1x6 TRIM a ~ ~ COLUMN z 10 BOX ~ COLUMN ' HORIZONTAL SIDING ER 1x6 TRIM x6 TRIM 1x6 TRIM (TYP.) RIM STONE VENEER STONE VENE 1x6 T 0 C 1./2" FIRE RETARDANT TREATED ~ BHT SIDE ELEVATION PLYWOOD 4'-0" (HORZ,) TO EACH -O 1x6 TRIM ON ALL CORNERS PRRATION WALL SCALE, 1/$ -1 C E; 1/$"=1'-0" 1x6 TRIM ON RLL CORNER5 b WINDOW (TYP. UNOJ SCALE, 1/8 1 SIDE OF FIRE SE b WINDOW (TYP. UNO.) PENETRATIONS THIS AREA NO HORIZONTAL ~ 4._O.. 4._0.. SIDING i NT 8' CONT. RIDGE VENT 18 CONT. RIDGE VE I I lx6 I I I ' 112 TRIM I I ~ g 0 ~o 'CONT. RIDGE VENT ' 15 I i I RIDGE VENT I I 15' CONT, - HORIZONTAL 5TONE I I SIDING 1/2" 1/2" FIRE RETARDANT TREATED VENEER p~ 12 I I I I o PLY1 PLYWOOD 4'-0" (HORZ,) TO EACH lid r$ ~ I ~ SIDE SIDE OF FIRE SEPARATION WALL ~Y,` I I 1x6 NO PENETRATIONS THIS RRER " " 1 »===~i ~-r~ I TRIM l FFT C - R ~ ~ 4'-0" 4'-0" Fi~VATI4~. - F,~II~L V 1 `~j I I i ~h H ~F H I• I I I I ~ I I I ~L U JI ~L U I I I I I ~ ~ I I'1 T T T' Il T T i I III I ~ STONE SCRLE~ 1/8"=1' 0" SCALE; 1/$"=1'-0" ~ I ~F H ~F H I I I I ~L~ J,3, yJ, I I I I ~ I i, n n u VENEER II L------J II I I 1NTT I 18' CONT. RIDGE VENT ~ I I i II II , I Li_ - - _7J 8' CONT. RIDGE VENT !aJ i i ~ ~ r w CERTAIN TEED LANDMARK 30 YEAR _ _ = SCALE, 1/8 -1 0 ~ N £ ~ ~ DIMENSIONAL ASPHALT SHINGLE ~ ' , 245 LBS. PER 50URRE MAX. J ~ ~ p i i EXPOSURE NOT TO EXCEED 5 5/8" ? ~ ? Z m 3 ~ ~ i COLOR = WEATHERWOOD ? °L ;-a ? ? ~ ? i i W ~ ~ 12 n FRONT GABLE h~-i COLOR OF DOORS & TRIM 12 10 ' FASCIA 6 RAKE PER DETAILS 0 HORIZONTAL SIDING TO BE SIMILAR TO MAIN HOUSE GARAGE DOORS RRE 10 TO BE STEEL RAISED PANEL 15' CONT. RIDGE VENT 2'-l0° DORMER DETAILS 2'-1 ON DETAILS SHEET TYf TYP. 0 a SCALE 1/8"=1'-0" 12 x6 ROOF RAFTERS 1x6 TRIM ON ALL CORNERS 2 12 (TYP. UNO.I & WINDOW 10 2xfi CEILING JOISTS L 1x6 TRIM (2l 2x10 BREAST BEAM W/ SPACERS 1x8 FASCIA HORIZONTAL SIDING 1x6 W/ DENTILS ~ ' - 00 m ~ r BREAK BREAK ~ = 1x8 FASCIA IN ROOF IN ROOF ° 3 1x6 FRIEZE PITCH PITCH METAL ROOF _ /2" SOFFIT ~ o W/ TRIM PER 1 Z RVE DETAIL BOARD H E III ~ 3 ~ ° q 1x12 RIP ~ PROVIDE GUTTERS TO 10" I I AND DOWNSPOUTS. ID G ~ - 9 /4 LEAVES (TYPJ AL 0 _ ~ 5/4x10 RIP TO 8" III I F s ~ _ _ ~ Q II I I 10" Box Z SHOE MOULD 11 I I o0 COLUMN, TYP, u I I ~ IIII o BED MOULD I I ~ II I I ° 4 II I I ~ O ~ _ - ~ ~ II I I ~ ~ ~ ~ - ~ ~ ~ II I I 00 ~ _ I I o ~ 3 I I 12 -STD. II I I `pp 4x4 POST 1x2 16 BRICK ` IIII SHINGLE MLD. z J 11 H 1x10 v 3 W J PINWHEEL I t I I 12" -STD. N W . ~ IIII 16" -BRICK lx FILL- , O TR. ROUND I I I 0 1x8 SOFFIT II I I o ~ O SHOE MOULD IIII FASCIA RAKE 1x8 10 BOX COLUMN ~ 0 1x3 UP 3/4" IIII FASCIA TYP. ' ~ 0 11 I I BED MOULD STONE VENEER 1x12 ~ a Lx FILL ~ l~ BED MOULD o x3 IIII 1x6 1x6 28'-5" S 14" PANEL 1x6 TRIM 22'-7" (f') 28~_5~~ SHUTTERS (D 0 1 II I I L BED MOU D BED MOULD ui " ' ~ 1x6 1x8 VNIT 74 : H 0 o o CONC. PORCH SLAB ~ w~ FRONT ELEVATION = ° 4"-1'-01° SCALE, 3/4"=1'-0" o SCALE 3/ SCALE 1/4"=1'-O° 1x6 TRIM ON ALL CORNERS ~ ~I & WINDOW (TYP. UNO.) ' gry_lag.db Q a I _ 1 o ,.~j, N ~ W ISSUE DATE; ~ ~ E 01/04/06 32'-10" 14'-2" 30'-7" 3~-41~ m N i REVISIONS; i ~ F-i ~ i 51.4.1 21.811 1.'J1_~]11 A H F ~ i 2'-8" 2'-8" 5'-4" NOTE; BATH ROUGH-INS / ~ ~ ~ INCLUDE PLUMBING ONLY, 0 N Y OPTIONAL EXTRA H H O BATH ROUGH-IN ~ 3&74 ~ ~ FINISHED BATH UNEXCAVATED W W G,M, II, - - - ~ , ,c~' 4" CONC. SLAB OVER ~ ~ pg/~/pg S~ ,gyp A, F F i ~ DN F%~ 4" GRAVEL BASE H Q ~ 32/16 ~ ~ r ~ r 1 CRS. 32/16 ~ r-, I I I I r - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - , I I F~--~-•-~- - - - - - i - I II I I I II I I I I I I I I I ^ d' I I 20i_3u I I I I I ~ J .i II I I I Fr'i m I UNEXCAVATED I ~ ~ ELEC. SEA I I I I 4 CONC. SLAB OVER ~ ~ , • LOCATION ELEC. SERV. PANEL ~ I I ~ I LOCATION MRY VERY I;; I I „ I 12" BLOCK LUG I I SUPPORT TYP. I I I I 4 GRAVEL BASE I y-- I. y ~ I OUT ~ TOP CRS. ~ J I ONLY FOR SLAB I I I I I °D I I I (V ~ I` i t-------' ~ ----I I I I ~ FOR PORCH SLAB I I 12" BLK ~ CRS 12 I I I I I l •y ~ I I rn ~ 1....-•' II ~ ~ I C' I I I I I I I 12" BLOCK LUG I II CRAWL SPACE ~ W 3 1/2" CONC. SLAB OVER ~ ~ m I I I ° ~T7 I I I I OUT ~ TOP CRS, ~ ~ I~; ;,I I I I VAPOR BARRIER OVER I w/OPT. PORCH I Ili a I i m VAPOR BARRIER RND ~ ~ ~;~~I SHADED RRER UP 1/2 CRS, ICI ~ in 4" GRAVEL BASE ~ ~ I I ~ I FOR SLAB SUPPORT. NOT I I I I 4 GRAVEL BASE I y II, •,e, III I I I REO'D IF BRICK PORCH. i it Ili it ` I I I I I Ili,~'~ ill ~/~11J\' L ~ J I I I I r ~L~~`---- -_-~'I I I I O~ ~ - I J ~ a I I UNEXCAVATED I I F' I r-- o ' 0 / o I I 4" CONC, SLAB OVER I I I PONY WALL o I ~'C«i! I k' ~-i L - - 1 I iv I ~ I 4" GRAVEL BASE I I I W/ RCCE5S DN 1 N ~ I I R5 OI N I i ~ TO CRAWL C z DN I L I I I I l I O FD ' 1 CRS. I I I 0 13 I I I I JF ° I (2) x8 , Q L-, I Ipl I I ;HER R l I ~W I SLOPE I I I m l -6 ~ I I I _ I I I I I ~ J , w I I I JN w 3w I ~ I I NOTE, , Q~ ,x ~ t I I I FOOTING DEPTH ~ GARAGE DR. ~ ~ J I I I \ • SUMP PUMP I I ~ I I MAY VARY TO MAINTAIN I I ~ I CRS. 8 _ , „ LOC. MRY VARY I 151_.711 _ 141.811 -g" I I I REQUIRED DEPTH FOR FROSTLINE 12-7 14-2 ~ 15-7 3 I I ° I I I ~ I I 13'-5" 1'- " 14'-4" z I 14'-4/ 11 11- II 131-4f1 I II 4'-0" I I I I ~ I I DN 12" BLOCK ~ cv I I I I 1 CRS, DEMISING L ~K DN ~ DN I I I W in I ~ ~ - - - - - - - - - - - - , I - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q I - - - - - - - - - - - - - - - - - - - - - - - - - - - G L 1 CRS. 1 CRS. I ~ - - - - - - - - - - - - - - - - J ~ ~ 9 ~ - - - - - - - - - - - - - - - - - - - - L ~ ' - ~ e~ I I _ ~ F G~ r-- --------------------------i r----- p r- I-F-t-I-I+------ice ---i~~===ir-, I I f I 11711i9A N I I I ~i~ I I I I I II Ili- ==--iii ~ ~ i i NOTE BATH ROUGH-INS I I p I I 3i_3n I I I I II l i` ' it ~ i I I I I - I I I I II Ili ; ii 1 1 1 I INCLUDE PLUMBING ONLY. I I II 1 1 I ~ I I I I I I-- -1-'- I-'t-====_= III o ;i ~ I i _ ~-P PUMP I I I I I I 0[ - A l i ; ~ l ii ~ I r LOC. MAY VARY I I lrn I I I Ili , I ~ VAPOR BARRIER OVER I I,, it III I I ~ ru I I I ~ 4 GRAVEL BASE I ~ I _ _ _ _ _ _ ' I m I ~ . ; ; I I I `t77" T I I o ` I CRS, 8 I I - I I rn I I © 3" 0 DJ. ~ I I ~ I I 4" CONC. SLAB OVER I I ~ I I UMN (11. 3" 0 .'ADJ. STEE . ~ ~ 3" O,D. AD,J. STEEL 3 1/2" O.D. ADJ. STEEL I I f OLUMN (11.,ga~t~1 COLUMN (1.1 gal ON COLUMN (SCHED. 40) ON I I I 4" GRAVEL BASE I I I I ~ ' 24 x _ ~ ~2'~ f 24"x " ~2"°~POURED 32"x32"x12"' POURED 36"x36"x12" POURED 6 I I I I I / ~ FTG, I I .FTG. CONC. FTG. CONC. FTG, i i F'~~ I ~ I ~ I I 12 ~ I I 16 -4 " 10 -5 101_[11 01_411 121_011 I I [1_011 ~7 o r----- - I I J ~ -J ' l O IUI ' I "I FD I N I ° I I I' ~ Y OPTIONR T FD I ' ~ ~ W8x10x291.811 L. J , „ ~'1 ~ SLOPE L EX Z I I - ; - I I r I r I I I. I I. ..I. I I 3 I ~ ~ I _ 8x18x14'-3" LONG ~ PONY WRL BAT,u ~ GH-IN ~ . ~ I I STEEL BERM r~„,, L ~ I rT1 I I o NOTE, ~ I STEEL BEAM I . I W/ ACCESS I I FOOTING DEPTH ~ GARAGE DR. DN - TO CRAWL F I~tBRTH o ~1 I I I I I ~ju I I o I I MRY VARY TO MAiINTAIN I I 1 CRS. ~ I DN I I I ~ I I I I „6 I 0 ~ REQUIRED DEPTH FOR FROSTLINE 95 1 CRS. I I I H N I I I I i I I - r I I I I m l - - - - - - - - - - - - - - - - - - - - ~ I I I O I~ I I SUPPORT TYP, I ~ ' ' UNEXCAVATED I 12" BLOCK LUG I I I OUT ~ TOP CRS. I I ONLY FOR SLAB IOp,~ 4" CONC. SLAB OVER I I FOR PORCH SLAB 12" BLK ~ CRS 12 ~ I 0 - - - - - - - ' 11'-8" I I I I I 4" GRAVEL BASE I I I I I I I I I I F ~ 516,,, I I I I '~~J I I I r 12" BLOCK LUG I I I i I I O T I O I I (V i I - U @ TOP CRS. ~ l - I ~ I w/OPT, PORCH SLAB I I ~ I I D I l ~ I I I I ' I ~ ~ ~ ~ I I I '-a - - I I ~ I I I r - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I I I I I ~ I I I I 20'-3" ~~S 14'-7" I I o I I ` I I I I SHADED RRER UP 1/2 CRS. I I (v I I 3 1/2" CONC. SLAB OVER I I I I FOR SLAB SUPPORT. NOT 00 I I I I I I ' UNEXCAVATED VAPOR BARRIER RND I I I I REO'D IF BRICK PORCH. ~ I I p I I I I I ' I 4 CONC. SLAB OVER I ELEC. SERV. 4'~ GRAVEL BASE ~ I I I ELEC. SERV. ~ I I I ~ I I I 4 GRAVEL BASE I PANEL PANEL BASEMENT WINDOW I I I I I I I I I I LOC'N. MAY LOC'N. MAY TYP. I I I I I I I I I VARY VARY I I I I I ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ I I ~ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ~ r - - - J I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ ~ VO S - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - J 32%16 32/16 ~ ,n ~ a "J ~S 0- Q ~~_4~~ 71.411 2'-8" 9'-1111 21-qll '71.411 34'-10" 16'-2" 29'-11'1 L OO 6'-0" 86'-11" V A tL,EIECTRICAI WOR}(WILt BE E ,w..~ ' Z woaKlNG PAYS ..~~nn~~ INSTAl,LEO IN A CCORDANCE WITH rITN BEFORE YOU DIG `I~' SLEEPiP~G ROOMS EXIT REQUIRE INI THE NATIONAL ELECTRICAL CODE. M MUM ONE WINDOW - 5,7 NEB' SQ, FT. CLEAR,24" HIGH 20"WIDE CALL TALL FREE 800.362.274 FOUNDATION PLAN NOTE; 3 5 GRADE FLOOR MINIMUM 6.4 NETSQ. F1, OHIO UTILITIES PRaTECTION SERVICE RLL FOOTING DESIGNS BASED ON _J SCALE; 1/4"=1'-O" RN ASSUMED ALLOWABLE SOIL ~ W 0 BEARING PRESSURE OF 2000 PSF OUL 0 D N 4 l~ MONOXIDE RECD o CAR601~ o All HVAC WORK SHALL BE INSTALLED ~ ILL WOOD WITHIN 8° 01= GRADE ~ pip pUgUN ORDINANC ~ 0 IN ACCORDANCE WITH THE 240 RC TO BE PRESSURE TREATED FOUNDATION REINFORCEMENT ~ FOOTINGS WITH REINFORCING PER ATTACHED DETAIL SHEET 0 0 SHALL COMPLY WITH SECTION Z ' u~ 250.50 OF THE 2005 NEC. W o o c ete lintels shall ~ Con r SMO KE DETECTORS REQ D pER ~1~ C~~~a ~ o Bear min. ea. end. o SECTION R313 'ER T6"MINIMUM CLEAR CEILING HEI HT FOOTING RND COURSE HEIGHTS W ~ 4- w' BATTERY BACKUP REQ'D REQUIRED, WITH 6'$"UNDER REAMS, HAVE BEEN ADJUSTED ~ W O MASK STRAPS ~ 2004 RESIDENTIAL CODE PROTEC OF OHIO TION AGAINST RADON IIi10 DUCTS, GIRDERS, SOFFITS„ ETC,, PER NOT PERMITTED m ~ N PER DUBLIN ORDINANCE 0 DUBLIN ORDINANCE. ~ a - gry_lag.db i _ S G~ 0 G Y OPTIONAL G EXTRA f ~ IONRL EXTRA T 0 p ` ~ CLSD COURTYARD COURTYARD ~ O H !~i l ~ CEILING FAN 'L :ICING FAN M ~ N I ff ISSUE 82'-1" . ~ ~ E 01/04/ he LA M N i REVISI GGEN Unit 74 H 77'-8" AAA 33'-0" 3._4.. ._l.. ~ ~ ~ 1 14'_0" 2 0 12'_8" 0 61.211 21-211 30'-8" ~ ~ N G 2'-10" 2'-10° 10'-4 1/2" t~ 1T-5 1/2" FOYERHWRLL6 FOR 2850 2814 3& ~ 2828 2828 OVEf 2814 2814 J FRAMING DETAILS - _ _ 285[ <<, 21111 ~ _r 850 OVER ~ V~ ~ V 28so ~ A osrn, 0 m ~ I ~ I :-1 ~'p 2814 _ H ~ I ~ - 1 DING MIN. _ - _ _ I rY I ! OVER o 3 X 3 LAN w/o OPT. N ~ 1 -c~ ~ I D R ~ 4'-2" - ~ BUILT UP MASTER I C.T. 2850 ~ ,7 3/a MAX, ~~L, W - 2814 11'-3 1/4" RETREAT ~ ~ OVER m 0 0 ~ COLUMNS m W w ~ YOp 0~ TH~~• RLL ? I N m ~ 285 ti00 i E1`l ' ~ HEIGHT z ~ ~ ~ O ~ro ~ i- d' ~ E - I 2814 ~ 2$14 ~ ~ - - - ~ OPEN TREADS iv W I OVER : 2'-3/4" 6'-2° ~ _ OVER l~ I I~ F~ UI ._2x8 WALL ~ SLOPE ~ I G.T. 2850 ~ ~ 2850 (2) 2x10. BREAST o 0 \ C.T, BEAM (TYPJ ~ OC ~ Q I N ~ iv i ° ~ F w~ `(2)' 2x ~ in HALF WALL ~ ocl (3) 2X o > 8 - I ~ z , HD ~ m 42" R.F.F. 3.1~ 1 3/4° o ~I ti~ ~ o ~ , 1 ~ GARPET o of i HDR, 6 , ~ I' , 4 4 ~0 3' ~ ~ ~N~ ~n I 14 -0 1/4 ~m , ~ !NG MlN. _I io ~ _ N i N I O $0 I 1 O Q '1' t~[ " I i I T I I 4 V ~ ~ I 3._l.. 5'-9 1/2" o>T P; ~ THRESHOLD N -----6-- N N - W v ER i i 0 , N N (~D O k ~ I 1 fV I I QI i N 906$:. SLDR - Mc 2~S , : , 1 cn I I ~ ~ III 1 ` t2) 1.3/4"x ` i i m , Q ~ N , d't, ~ (V I Q II - BUILT UP I ~ I ' iv I 3 iv ¢ ~ N ~ x m JI I 1 ~ , {ol iv ` (DROPPED) I - ' \ COLUMN ~ II , --n---, I ~ C] ~ I `~J 1~ 1 m ~ I ' ~ i~ (V N ~n ~ C.T. li _ ~ _ , ' N I J 1 ' I I X 7 (0 v. '71 Q ~ ~ 1 I ~0 I l~ I I 0o N u ; Oi I~ 3 1 I I I CR , . , I I BUILT UP 6gp 2x6 WALL iv: 5'-3 1/211 n ~ I ~~Q, I I ~ I r i RPET i i -BUILT UP iv I II , 8" I ~ Qi i I I BULKHEAD ~ i : i I i COLUMNS I_ II III II i' ~~1 , I 1 I , u e'~ i t} COLUMNS \ ~ i ~ ~ ~ ~ I ~ - n J ~I X00 ~~~I~ ~ J I . , N ~ QPT. BFn~nnM , ~ ~ I H ~ 5 0 2 -1 10N w ~ m X11 I I ~ 8 -0 A.F.F. i ~ it I ~A1 D R~41 1 1 11 m ' ~ i ~ I I ' --~I--->~ _ ~S, p- "BGAA 7-7 I I , ~ m (3) 1 3/4x.: J (n - 1 C3ARAG Y~~ I , I \ 1 I I r 11 1 ° a I{~, ~ I i m N I o 9 1/2 _ LVL s. J I { ~ 1 I ~ .-a I I 9 1/2" LVL's. _ - ~-;,~~-,i--~` CARPET mo, ~ co ~ ~ o~ ~ II - 1 YPS~M p,NCE 11.1 11 I i ! 1 (BrM@ '-11 m ~ G d~A'DIN I o 1/2 ~ I 1 .1 ~ i I $ o) Bl N w/o OP I 1 13-9 1/2 i 3 cv n ~ ml T. II rC-tr PV~~ ~ ~ I I II V 1 1 MASTER I 1- ~ 11_ 11 15'-0 1/2" oo N II ~ ~ ~ ~ I ~ Y OPTIONAL EXT A ~ 11-3 1/4 I RETREA I ~ COFFERED 1 WALL T i 4 -~C~~O~DANC 11 11 FULL BATH 4'-~C~~O~pANC V+11~1~i~/~'~F pU8 It~~.~[~lt~,N~ E 2'iil" 1,_3„ ~ BEDROOM CLOSET ~ I m CEILING I SECTION IO N HEIGHT W LL ~ ~ - - - - _ - d. SECTION IC II _k : N - - = 2X8 1 - iv o ~ WALL - 2x8 cn ~ m WALL ~ J u ~ , - - - ~ fV - - :-1 rn ~ c[ C.T. ~ u ~ I ~ ~3 II (D N „ - - 1910 - - _-t_~ II ii ii ' J lV - - - - - - - J DEMISING WALL _ ~ - 5 3 1/4 i 4'-2" (2) 1" GYPSUM LINER In WALL GIRDER TRUSS TO t- ~ ~p I BEAR DIRECTLY 0 - .T' ~ N 15 - - - _ 12'-10" PANELS BETWEEN "H" HEIGHT VL STUD 7 8 3/4 3'-5" m p U - 3 4" S, m ~ - - 3 4" ' ~ - - - STUDS ~ 24" O,C. - - - _ ~ TE _ - I I (TYPE X GYP. BDJ ~ N N o I I PER DET. SHT 6 \ - i t7 I I I OISCON I J 11 i l I r• - , 11 t ~ - - - - - - - i~ s ~i I ~ _ ~ I I - iR/1S S - - ~ ~IT___CH~~N BUT FRS I I(n I I~ I I G Q I , I I I 2a6 i i ~ ~ r___J 4 11 1 „ O li la ii c~ C.T. PA~ I Iro ~ i ~°o° ~ I ~ o SLOPE S_ ~ 4 0 g -g ~ C.T. ~ N CARPET I o ? 12'-10 1/2" N r in 1 • o ~ m 15--- 21-2 5/8 I I o= NOTE, o > _ ~ - ~ WALL HEIGHT i i INDICATES NON-STANDARD ° J i ~ I ~ C.T. ~ m ~ I I HEIGHT WALLS - AS NOTED. N ~ ~ i ~ CARPET i ~ ~ ~b'-- 1 ~ ~ ~ ` o0 1 3 1/4 II , ~ I H N .-a N RLL OTHE 11 ° ° ~ ~ ~ In I 2480 ~ ~ j - ~ WALL HEI I i R WALLS ARE 10-1 1/8 HIGH x r~r~ rn ~ ~ , 6 ~ ~ 1 o T I I ~ F 'CCG ~ 1R/1S ~ ~ i FURR WALL \ i I- v ~ o _ ~ . ~ i in ti 9,~ ~ ~ I I RLL STRUCTURAL HEADERS ARE~_. - ~ ~ 0 ! I ~ ti 2x8 WAL I I t1 WN 5 1 ,2" ~ - - - - - (2) 1 3/4"x9 1/4'~ I c/ PR Ni I LVL HEADER i ~ BUILT UP L ~ ~ L IIiR.- (3) 2x6 -UNLESS NOTED OTHERWIS ~ I 2°~~ N I I 1668 I~.,-- - _ ---~~_Zµ-- ~ ~ ~ - - - - - - - - - - - - - - ~ fD PORCH POSTS ~ x m BEARING WALL ~ ~ _ _ - ~ w/OPT. 2nd FLOOR _ _ _ PER DETAILS DIMENSIONAL LUMBER FRAMING BASED o 1. 11 1. 11 ON THE FOLLOWING MI C0 ~ N CLOSET OR 3 10 2 4 ,o - g - - • SOFFIT NIMUM PROPERTIES ~ m ~ CL05ET/BATH 2-4 - SEE DETRI i I APE OF MEMBER F (si Fu(psi) (si °N° ~ SPACE STU ~ TH C'T' i I I 6'-8° 3'-10 1/2" 2'-6" 4'- ' 1/2" - - - ~ o 1 N DS 1 11 ~ 0 , IS . JOISTS 1000 145 1,600,000 PER MEDICIN 3 10 1/2 80 41.611 ~ I°i I I 8080 S.O. ~ ~ ICI 2x4 WALLS 2x8 I=I F0~ ~~0~00~• 1 ~ in w 2. BEAMS E ~ 12 2 1/2 i°C 1000 145 1,600,000 CAB. SPECS. - - 3. HEADERS g75 ~ 9014 0 ~ - g 135 1,400,000 PROVIDE (2) 2x6 1/2 WALL ~ ~ 2Q50• 11 068 SLDR 3 HALF WALL (2l 1 3/4 x ~..4" LVL HDR to 13 42 H. WALL io C.T ~ OQv - ~ iv HERDER ~ 42" A.F.F. 42 H. W/ - • LAMINATED VENEER LUMBER (LVL) BASED CT iDR o BUILT-UP I ,I N m DOJO' , ~ o~ Q COL. PER DET, lol ~ ~ 0 titi ~ ~ N 1_ 11 R. TOP 21.211 1 11 ON THE FOLLOWING MINIMUM PROPERTIES; 13 4 1/2 I_ II 7-i1 1_ ~1 Fb( 6 5 1/2 5 ii sl Fv(~sL E(~ 6'-3 1/2" - BULKHD ~ 8'-p° i i ~ ~ \ t2) 1 /4"x ii " 8080 S.O. LVL AD ' 2650 285 1,900,000 ~ - _ d~ / , ~ m - i RFF. W/(2) 2x8 _ ~ o - ALL POINT L _ I ~ ~ ~ o OADS TO BE BLOCKED SOLID ~ 1 ' ~+W m ~ _ N N J bN0 ~~o 'f`, 2x8 , w In ~ WALL ~ TO FINAL SUPPORT MEMBER OR FOUNDATION. - ~ , ~ 62 ~ ~ NON ~ (3l 2X12 1 0 RLL OPENINGS UP TO " ~ - 3 4 WIDE TO HAVE ~ W ~ R' ; , ~ • S'-0" HIGH 11' 10 1/2" z I P ~ ~ ~ , ~ . , . ~ J ~ .-a D A MINI _ o00 M 1-2x6, STUD GRADE SPF, JACK m STUDS UNLESS NOTED OTHERWISE. ° I x.0[0 WALL W/ ~ ~ v J (V ~ (D (V W U7 ~ W u°> ~ WD. CAP '-2° o J ~ io t~¢ ~ ~ NON ALL OPENINGS GREATER THAN 3'-4" x m WIDE TO C RPET ° to - HAVE 2-2x6, STUD GRADE, SPF c00o ~ N ~ m ~ UNLESS NOTE JACK STUDS o , ~ 1 1 _ D OTHERWISE. I m I_OII 31-OII N f l.. T. I_ 11 - - CARPET ~ CARPET 3 ~ m ~ 13 1 ~W~ o ~ ~ 41/2" 0>0 _I ~~o ~ N,QIGf~T~S, (3) JA~K~ STUDS TYPICAL"', ~ _ mom_ Coco w In - ~ ~ _ _ - _ o ~>o~o UN E~~_ NOTED (~2;:" SP~~~ _ _ iv JAMB m N I pN NON ~ - 'm I # -INDICATES QUANTITY - OF NON STD. STUDS (~2 SPFl I (D ~ U 41/2" ' - - 3050 3050 a~ LOW WALLS e SHOWER PLANT 2828 -r _ JAMB N 0~~~ ~ # -INDICATES QUANTITY OF RIPPED LVL STUDS 1_ ~1 2828 1 3/4 WIDE BY WALL THICKNES ( HGT. C~ 7 6 w/ SHELF S 2650Fb-1.9E1 TRANSOMS HDR ~ 9'-2" 2814 2814 2~_p~~ - ~ _ 8 10 9'-10 1/ " 1_ ~1 C 5 OVER OVER 2860 2 26 2850 2850 4'-4" a (V - 35'-0" 5'-3" ~ 14'-3" 10'-g" ~-1~~ n 16'-0" 30'-0" A ~I T-3 1/211 81'-011 6'-21/2" A FIRST FL00~ PLAN Y OPTIONAL EXTRA m Y OPTIO Y OPTIONAL EXTRA ~ I SCALE; 1/4"=1'-0" 4 CLSD COURTYARD CEIL CEIL o ING FRN the L~ CEILING FRN ~ LJ ~N Unlt 73 N . , 0 0 ~ ~ ill " r , i , i , o m /4 ~ ° m I II i , co ~ 4 -2 1/2 0 o ~ ~;;I. ' ~ ~ ~ i i , i , O a-. N C i i ~ p (D SQ. I T ITT #7~ ~ # o WIDTH ~ .J ~.'Iir~. n.CC~.I : . .......................1 . O U OD O . ~ - ~ m • PER PLAN W FIRST FLOOR - 1704 SOFT. 0 N SECOND FLOOR - 888 SOFT, FIRST FLOOR - 1211 SOFT. ~ , O O TOTAL = 2592 SQ,FT, SECOND FLOOR - 1130 50.FT. ~ ~ 0 TOTAL = 2341 SOFT. ~ , 404•D .s7 BONUS RM. RDD - 141 SOFT. BONUS RM. RDD - 310 SOFT, ' 2-CAR GARAGE = 412 SOFT, 2-CAR GARAGE = 458 SOFT. 0 a DRYWALL RICH ~ f1F'TQTI rTYQ~ ~ ~ LJ L_ I I I L L. l 1 1 1 11 W O SCRLE 1/2"=1'-0" W i =m _ _ ,S - ce~ ~iG rA~ ~~V DPI ~Z~D ~ ~ .l o? ~ g R C 81'-0'1 'the LA _ ° GLEN M N Unit p m ISSUE D 77'-811 8'-411 ~ ~ E 01/04/Of 24'-8" 14'_0" 9'-4'1 3 4 M N H REVISIO! 15'-4" 7 -p 71.011 II 30'_811 Q A 9'-2 1, 31.011 11'-5" 16'-11" ~ ~ N _ _ _ - - - - - - - FRON? ACCESS 1'0 Y~ I IAtP00L MOTDR AND ~w FROM BELOW ~ ~ ° ilk i PUMP AEQUIRED~NE( p i ~ I - - - - - - - i S WW SEE DETAILS ON SHEET 6 ~ Ua I S'-1 1/8" ~ I ~ ~ WALL HEIGHT ~ + 2450 3050, FOR FOYER WALL FRAMING ~ A ~6~27/ll I in ~ rn i i i _ o SLOPE ~ FLAT ~ ' o - ~ N I N I I i d- , I, i O I - ~ N 17 i iv ~ ~Q I 22"x30" ATTIC ~ , ~ ~ u, o = ~ 00 ~ ~ I I ~ W \ ~ I ACCESS _ ~ i ~ ~ m ro o , m , ~ QUIRED I m ~ 1 C.T. r~ ~ m ~ I SAF~'r I m ~ RE~UIRED 8 -3 1/2 9'-0 1/2" ~ ~ ~ ~ ~ GIRDER TRUSS w/o - CF CARPET - ~ I 4 3 in - 0 3 „ OPT, MASTER RETREAT o I I ~o ~ BEARING WALL ~/OPT. 1 3050 3 050 3050 In I _0 0 H MASTER RETREAT - 1 ~ ~ I ~ ° a ° ae~><ae° 41/2" 11'-I o _ w in sfiowER „ 4 1/2 11'-0 1/2" ~ ° 36" H. 1/2 WALL ~ I 4'-2 1/4' W/ WOOD CAP• N I 3 -4 JAMB JAMB 7'-5" o m ~ m Y OPTIONAL EXTRA 71"511 3'-712" _ I N SEAT H MASTER RETREAT ' ~ ~L,~~S Rif` ~ 3 ~ CARPET ~ CEI I PR 2068 LING FAN ~ 10 -1 i I = PR 2668 19 -0 PR 2668 I cv 71.011 ~ - - o CARPET CE m i - ~ 7'- " 2668 ILING FRN ,I „ I I ¢ 0 I 4 2 _ r 1R/1S- - - - - 2.711 ~ - , N N 22"x30" AT ~ ~ ALL & BASE , , TIC ~ , CABINET W/ 07 ACCESS ~ + ~ A68 I + ~ ~ COUNTERTOP I 9 9 1/2 ~ (21, 2 7 5 1/2" I _ + x8 _ - o I ~ + ~ ~ HDR. oo iv 7'-51/2" s ~~G~ I I I ~ I ~ ' c~ ~ / z Zh`~$ , I I WALL HEIGHT SLOPE ; FLAT , ' ~ ~1~ I~ Y OPTIONAL XTRA o i,..~ I (V q l + ~ I 2668 ~ ~ ~ I ~ ao _ I DQQR IF I ~ ~ _ 6 `lQi I r-, I d' H I J LAUNDRY T o ~ WALL SLOPES ~ I OPT. R~ REAT i ~ I ~ I l ~ _ 2'-0" i I ~ I I ~ CT. ~ i N ~ CARPET 3 I ~ ¢ I TO UNDERSIDE ~ + i CARP CEILING FRN o OF RR TER ET i ~ i I ii I - L 3 . 51-pll II II ~ ~ I- I I + J ~ N , L _ ' UICE BRR 5'-5 1/2" 5'-5 1/2" - ~a ~ 11` T~ s - z I~ _ _ _ _ o- - - lf~ ~ I ~ ~ ~ U? p I I H + - _ _ ~ - N N ~1~,~um Ru~Z 3~'_ , I _ ~I I r N ~I - + I ~ ~ -r-r-,- I ~ - - - - nl O I I I ~ ~ - 1R/1S -1- LJ_1 - E E £ - ~ OPT./EXTRA Y o I I - I ~ ~ ~ N 17 ~ PTIONAL EXTRfR I + ~ 7 2 1/2 10'_2" ' I N 17 JI - - - - - I ~ ~I ~ ~ I I I I I CLOSET I I r ~ 5'-7' p - J I (V ~ ¢I I I I I - I, SCALE; 1/4"=1'-0" I ~ ~ ~ _ ~ _ r in 3 I I CLOSET/BATH II - I - U co I + II CARPET m, m~ PR 2668 I I I j~~ o; ' ' - 1 ~ p DEMISING WALL + + 1 ~I A,, ~ 2'-10' i o~DCO °oo _ (P2) 1 GYPSUM LINEAR rr ff'' + ~ I I I I V N I I + ~ 1 I1~~ ° o ANELS BETWEEN "H" ~4 J - o ~ I In ~ STUDS ~ 24" O.C. + II ~ I V `3. I ~ ~ i 3611 I I © H. 1/2 RLL- ~ I ° o (TYPE X GYP. BOARD) H. 1/2 RLL N ~ ~ PER DET. SHEET 6 I ~ ~ - W/ WOOD C P I I 1 ~ ~ ~I ~ i ~JOOD C ~ P 2A I ~ CARPET H I I ~ , ~ 12'-61/2" ~ , I I~--------------------------!---- - 13-211 ~ 68 2-1 ~ - 14'-211 13- I ~ 2668 _ 3'-7° 41.4~~ , g1/,> 16'-61/2" ° I ' ~ I ~ CARPET 6$ N~~~ ~ ~ 8'-10" I L Vr ~2~ 3 I P~ I CARP I CARP - I I lAd + 4 1/ " I 2 3'-1 1/2" _ _ 1~/1S ~ ~ FURR-DOWN i iv I JAMB I _ - - - - I DORMER CEILING I _ ~ io m 5 SH - I ~'R - - - -N - - - - I TO 8'-1 1/811 I - , 2B68 I R,F.F. ' ~ ~ N ~ 3050 I + 3050 2850 + 2850 I I~ 1. r- I I in c°v I I I I I I 1011 I I ~ i O U II I I 91.011 '-8 1/2" I I I 4~-0 81-6 I I + I I ~ 131-411 I ~ I I 10'-111 I I N '+e~! I J I ~ I ~ I 261.111 I I I i d- I OD I I I I I F I I URR I N I fV in D I ~I I ~ ~ D FURR CEILING / i i ~ i 3 I ~ ~ i I + TO UI TO OFEATTDIC I ~ I I I i + ( - i I I I i I I TRUSSES I I I ° I i CARPET I I iv I I r I I I I I ' I I I I (V I I NOTE: I ~ I I ~ SLOPE_i FLAT I ~ I \ I I ® -INDICATES NON-STANDARD I I I HEIGHT WALLS - RS NOTED. + I I I I I FLAT I SL PE I I I I I I I I i ~ I _ LL OTHER WALLS RRE 9'-1 1/8" HIGH - - - - - - - - - J I I I I I ~ RLL STRUCTURAL HEADERS I I I (2 - ARE....- - 2x6; , ..UNLESS .NOTED OTHERWISE;. TWIN 3050 ' I _ . DIMENSIONAL LUMBER FRAMING BASED ON THE FOLLOWING MINIMUM PROPERTIES, _ -r-r 7'-0" 8'-1 1/8" WALL HEIGHT FRONT DORMER WALL 4 M MB R ~ I I I I Q ( v( i( i I ° I 14'- 11 -011 0 DORMER SIDE WALLS 1. JOISTS 10 0 145 1,600,00 5-0 i 7'_311 I I ~ I ~ 7'-2" BUILT ON TOP 2. BEAMS O + i l i a 1000 145 1,600,000 ' ~ I I i 3. HEADERS 875 135 1,400,00 I I OF TRUSSES 0 I IIII D LAMINATED VENEER LUMBER (LVU BASED + ' D ON THE FOLLOWING MINIMUM P I I m ROPERTIES: ~ I CARPET i ~ DELETE CLOS, Fb( sl Fv(~sI) E(~Sil m I I 01 THIS AREA IF 2650 285 1,900,000 o CT. I I OPTIONAL BATH "the L • A~GGE N Un1 t 73 o ALL POINT LOADS TO BE BLOCKED SOLID 2468 o TO FINAL SUPPORT MEMBER OR FOUNDATION. C~ N ~ O~+ o ALL OPENIN , ~ + o GS UP TO 3 4 WIDE TO HAVE sr b iii N R MINIMUM 1-2x4, STUD GRRDE SPF, JACK CARPET ~ , STUDS UNLESS NOTED OTHERWISE, y„ N oi+ • ~ ` o++ ~ m o° N RLL OPENINGS GREATER THAN 3'-4" WIDE TO ~ HAVE 2-2x4, STUD GRRDE, SPF JACK STUDS SECOND FLOOR PLAN °o UNLESS NOTED OTHERWISE. SCALE 1/4"=1'-0" N n 12 6 1/2 W N !e F z zNp.I6~T~S ()~JA K~ 0 6.., , G ~~l~ps TYPICA4;3, o UNLES~.,NQJEp SPF~~.' i~ O N O # -INDICATES QUANTITY OF NON- STD. STUDS (~2 SPF) o w -INDICATES QUANTITY OF R a # 1 3/4" WI IPPED LVL STUDS SCRLf; 1/4"= " DE BY WALL THICKNESS (2650Fb-1.9E1 1 ~ co 1 LU Lli 12 12 8 S R B M 1 Z F E F DORMER Q BEYOND SEE DETAILS PONY WA G 1 LL ON DETAILS SHEET ~ I-JOIS o TS PER PLAN ~ - - - I-JOISTS PER PLAN 0 i'-6" 0 DRWRLL WARP bo COLUMN RBV. I 4 ~ 4 V 0 00 5'-10 1/4" ,I o 00 ~ I - ~ ~ II ~ 4 I pnnM ao ~ I-JOISTS PER PLAN I I o • • SEE FLOOR FRAMING PLAN ' SEE FLOOR FRAMINJG PLAN J T~~ SC ~ II- , ALE. 1/4 -1-0 ~ t 73 SCR ~ I~- I II LE. 1/4 -1- 0 ~~_p~~ sEC Tro N B1 SCALE; 1/4"-1'-p~' R1 R2 III II R3 A4 II III II II II II ll li III III II II II II II 11 II II II ' SEE ROOF u R FARM II II III Il II II II II I~ II 11 II I~ II ING PLAN II I! N III II II II II II II II 11 I II p II II II II !I 11 II II II II II III r R5 II II II II II II III p II it II II II 11 11 II 1 q II II II II II II II! II II II II p II 11 II II I-JOIST RAFTERS II II II II II III II II II it II II ~I PER FRAMING P II w/OPT, LAN h II II III II ~I II II Il III II Il MASTER RETREAT II POST DOWN TO BEAR II II III If II II ~I II II II II II ING WRL ' ' H II II II II II II II I L ~ I II IIII II II II II II „ I I .i'-- III II II II II 11 I III p II II II II II II FACE OF WAL L w/OPT, ' - MASTER RETREAT )PT, --~I;--~I---~---~---~---~- , I GIRDER ' . " TRUSS w/o OPT. M h(' ASTER F ~ ~ ~ RETREAT, SEE ' ~ ~ I ROOF FRAMING PLAN aN ~ I-JOI ~ ~ OPT./EXTRA STS PER PLAN ~ q~~~ o ~ w/OPT, CLOSET! I BATHROOM PRD OU ~aJ.O. ~ ~ ,I T INSIDE } _ FACE 0 I ~ __~___~=_=~=-'v==~=~ w/MAS ~ ~ F TRUSS I ~ TER , , 1/2 FLOOR FRAMING BEYOND ° # SEE FLOOR FRAMING PLAN ~ ' ' RETRE Y _ ~ ' - - r., - ~ ~ - - - - - - - - I- JOISTS PER PLAN • ~ LVL B ~ o ~=='v==g=--= r+ ' ~ PER PLAN ° H ERM _ w PER PLAN TRUSS HANGER - ' v~ = o0 I-JOISTS PER PLAN 6 ~ ~ ~ STEEL ~ BEAM FL00 JOISTS FASTENED m ¢ y w/OPT. MASTER R JOISTS FAS~ 3 RETREAT TO GIRDER TRUSS .'DER TRUSS 13 RISERS o ° WITH w SEE FLOOR PLA HANGERS PER 1ANGERS PER 12 TREADS 3'-1 1/ ' ~ N FRAMING P ¢ LRN IG PLAN bo ~ ~ m ~ DRIV ~ EWRY 9~~ 7 3/4" TO FIN. FL H o I -JDI TS ER LRN 0" a~ I-JOISTS PER PLAN • 7 3/4" ~r~roi ER PLAN ==a=y=========a=== - n1 ill t, / J ~UHLE: 1/4"=11_0 1 - - - ` I-JOISTS PER PLF1N SEE FLOOR u R " USG (OR EOUAL) STEEL "C"-RUNNER CAP OVER GYP. BD. RLTERNRTESSIDESD W/ 3jg DSCREWS O SRW CUT M JOINT AT ~ SEPARATION ~ WALL, M ROOF MATERIAL ON 15" FELT Q OVER SHEATHING RS SPEC'D. W 1/2" FIRE RETF 2" FIRE RETARDANT TREATED PLYWOOD 4'-0 'LYWOOD 4'-0" TO EACH SIDE ~ OF FIRE SE OF FIRE SEPARATION WALL 7 3 4M AX, RI S~ H~ LVL PE 1O°~ MI R PLAN I~I. R(.D 4 H~ (TYP) PER I 1 C 1Y OF' D [JBI, , I1~1 L BEAM 1 1 ~ P R PLAN 1 ~ i , i ~ S~ ,1 , ~ ~P 10 1/4 ~P 13 RISERS w ~ ~P 12 T READS ' NANnRAif.S AND GUARDS DETAIL 4 ~ . ~ t0 ME 17 R Et SECTIONS ISERS; SCALE; 1 1/2"=1'-0" i6 rREAOS ~ ~ R3i 1 ANQ 8312 = m 2004 RESiDENtdAI, CODE OF OIHfO 00 ~ \ 7 3/4" 1° AIR SPRC (3/4" MIN EACH SIDE o , 011 1" (OR 3/4" AS RE ' FIR 0 D,) ~ ~ E BLOCKING INSUL. AS REO'D,) A NG INSUL. PRE-ENGINEERED a ~ LVL , ti~ N ERM • ROOF TRUSSES -REFER ~ ~P 3.411 ~ PER LAN '~,,7 3/4" LANDm i ~a TO ROOF FRAMING PLAN 'r1 ro m UPPER ' , ~ R-30 BLOWN-IN ' ~ 9 ~ ~ ' INSULATION C OD 2nd FLOOR CEILING II II \ I JOISTS ~ 12 RISERS; SEE FRAMING o ° 1_ „ LVL BEAM 1, 14 11 3/4 BACK-TO-BACK 2 l 117READS. PLAN ' N PER TO-BACK 2" USG (OR PLAN EQUAL) STEEL "C"-R STEEL "C"-RUNNERS 1" RIR SPACE (3/4" MIN,) 3'-3" ~ 10 FT. VERT 10 FT, VERTICALLY EACH SIDE 3 SCRE STEEL BERM 1 W ATTACI LDWER D" (V SEE FO (2)-3/$ UNDRTION PLAN ~ N SCREWS ~ , CREW ATTACHED W/ ' SCREWS ~ 24" O.C. LANDING ~ \ ~ n ~ On ~ 15 RISERS n ROVfDE UfJ STEEL BERM e ~ 1ir~ DETAIL 3 DERSTAIR PROTE ~TlO! SEE FOUNDA ER SECTION R311,2. TION PLAN ~ SCALE; 1 1/2"=1'-0" 2 m „ N O04 RESfDEN71 ' N~ 3 s Af. CODE Of= Of~dO \ .063 ALUM. ANGI 3 ALUM, ANGLE CLIP SCREW- ATTACHE REW-ATTACHED BOTH SIDES OF " " 31_ „ HST 8 SECURED TO F .S OF "H" STUD AND 2x4 STUD WALL ~ lf6" O.C, ECURED TO FARMING W/ R-13 BRTT INSULATION CAULK W/ 1/4 ACOUSTICAL SE HULK W/ 1/4" BEAD ~ 1/2" GYP. BOARD (FINISH (AS REO'C :OUSTICRL SEALANT 3/4" T&G PLYWOODI SUBFLOOR (AS REO'D,) TYP. OVER FLOOR SYSTEM -REFER 0 TO FLOOR FRAMING PLAN SCALE; 1/4"=1'-0" io'-s" ~ E 2'-3" _ 51.011 _ ~ 31.311 14'-10 1/16" (2) 1" GYPSUM LINER ~ PANELS BETWEEN "H" 2nd F OOR DECK 5TUDSi ~ 24" O.C, (TYPE X GYP, BD.) 10 1/4" ONT. FIREBLOCKING ~ 2x6 ST UDS INSUL. ART EACH 2 2'-4 1/2" ' HERDER PER R.O. FLOOR ILEVEL PLAN (TYP) R.O. BACK- - 11 TO BACK 2 I •TO-BACK 2" USG (QR EQUAU STEEL " CR STEEL "C"-RUNNERS L~IOFT.V ERl !10 FT, VERTICALLY SCREW RTT ACI 2l 3/8 SCREWS ~ , iCREW ATTACHED W/ 'C ' SCREWS ~ 24" O,C, (3) 2x6 K ING STUDS DETAIL Z SCALE, 1 1/2"=1'-0" 0 (1) 2x6 iv KING 1~" 1.. STUD ~ \ 1 AIR SPACE (3/4" MI ACE (3/4" MIN.) 1/2" 2° 1/2" 2x4 STUD WALL ~ 16" O.C. 0 0 W/ R-13 BRTT INSULATION d 1/2" GYP, BOARD FINISH b ' O N O 00 ~ N \ 00 ~ (2l 1" GYPSUM LINER PANELS ' N i BETWEEN "H" STUDS ~ 24" O.C. N (TYPE X GYP. BDJ , 2x4 PRESERVATIVE TREATED 2'-0 1/ 11 PLATE W/ GRLV, ANCIHOR STRAPS C~ 48" O,C, (MIAX,) 2 R.O. 12" FROM END (MAX.I 1st FLOOR DECK fV \ 2u USG (OR EOURL) STE C -RUNNER RNCH o ORED ' EQUAL) STEEL ~ 2 ANCHORED TO FDN, W/ POWDER DRIU 00 'OWDER DRIVEN , ` FASTENERS Lm 24° C JERS ~ 24" O.C. i ifl i i i 4'_411 i 12" CON O C. BLOCK WALL CK WALL - - - O ON 24"x8" P OURED ~-I CONC. FOOTING 'POURED . ~ ~ FOOTING ` 1 fV N ~ FLOOR .JOISTS RND RIM BOARD 2-HOU~ PARTYWRLL- ~ ~ n .11 SRDDER'OPANEL LIEU OF' U.L, DESIGN .U36 SCRL ; 11- 11 E 3/8 -1 0 EE FLOOR FRAMING PLAN 6. ' 12 SECTION R 4 nrni - - Q Ic l~l-1 I `-i I I) v 00, SCALE; 112"=1'-0" ii i LINE OF UPPER 3'-10 1/2" ~p u STAIR LANDING ~ 4'-3" OO\0 y 2x8 JOISTS ISSUE DATE: RT 16" O.C. ~ ~ ~ E 01/04/06 2x8's ~ M N = REVISIONS; ~ ~ / 16" O.C. ~ ~ H 7" HIGH m' ~ ~ A ~ i / PONY WALL i ~ ~ - w/P.T, SILL m PLATE ~ ~ o DBL. 61'-8 1/z" UNIT 2 BASEMENT IRST FLOOR H STRIR LANDING N 1z'-~ 1/z" 14'-i" is'-s 1 15'-9 1/2" 10'-5 1/2" 4'-4" 3'-4" '-1" LOWER STAIR ~ ~ .M. ~ ~ SCRLE, 1/4 -1-0 RIM BORRD RIM RIM ~ Q 06/27/06 BOARD BOARD SCALE; 1/4"=1'-0" ~ ~ 2x8's RT ~ ~ 16" O.C. RIPPED W U O (TYP) ~ IUT312 TO SET ON ~ (D m (TYPJ LOWER 3101/2 (2l 1 3/4"x11 7/8"' LVL IUT9 LANDING_____ _ °J~~ ~ N (1l 1 3/4" ~ 1'~ V (ll 1 3/4 x11 7/8 LVh ; ~ ~ - - ~ ~ o W m ' RIM ~ ' (i)` 1 3/4"x11 7/8" I,VL ~ BOARD 11 1/2" ~ Q fV . ~ FIRST FLOOR m I o - UPPER STAIR ~ m cNV 11 7/8" I-JOIST i/8° I-JOISTS i N LANDING -UNIT 2 O SCALE; 1/4"=1'-0" DOUIBLE-JOIST THESE LOCATIONS ~ ~ ~ fV ~ (V N 16 9 2" ~ iv 13'-8 1/z" N Q ~ FFF111 H o ~ ~ ~ ~ 00 o 2x10 JOISTS m N m (z) 1 3/4"x11 7/8" LVL H ~ 16" O.C. r n 8' 1 IU 12 ~ ~ ~ ~ (T l J ~ ~ 3'-5 3/4" V 1 OFFSET JOISTS ~ ~ > U IT 1 BSMT. ~ FOR PLUMBING ~ ~ ' ~ ~ ~ - ~ UPPER STAIR 00 S EF N TI LO i LANDING -UNIT 1 ~ ~ o ~ x I X ~ m ~ S4 SCALE 1/4"=1'-0" ~ H G RIM m BORRD cv P~P~~ r"""1 N (V III F,, fV _ i i i H NJ i i i 7" HIGH m '-4 1._6.. '0p°?, m ~ ~ ~ ~ PONY WALL 00 N N o ~ ~ w/P.T. SILLO PLATE in ; ~ ~ 6'-5 1/z" IS C NT EV DBL. „ , ER FO DR ION 1'-6" OFFSET JOISTS -2 1-6 FOR PLUMBING f~' 2x8 JOISTS RIM UNIT #1 BSMT ~ 16" o.c. Q 0 m 1'_8.. 12" ._4.. BOARD RI LOWER STAIR , of RD ~;-5 3/ ' ~ LANDING -UNIT i o ' fV SCALE: 1/4"=1'-0" ~ ~ (U O i 00 FRAMING PLAN NOTES: 1. FLOOR FRAMING DESIGN BASED ON RIM ~ LPI 20PLUS (1.5E) I-JOISTS BY a 1/2" THEN 16" O,C. LOUISIANA PACIFIC. UNLESS NOTED. BOARD, 2. RLL HANGERS BY SIMPSON STRONG-TIE 15-1/2" TYP. UNLESS NOTED (ATTACHMENTS TO 8E PER MANUFACTURER'S SPECIFICRTIONSI ~J 34'-11" 16'-1" 3. I-JOIST ENDS TO HAVE 1 1/8" OSB 29'-1,1" '-1" RIM BOARD. ~ 4. DESIGN LIVE LORD: 40 PSF 82~_~~~ DESIGN DEAD LOAD: 15 PSF 5. PARALLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL. n ~ 6. FLOOR FRAMING SHOWN HELD IN 1/2" ~v~)J FROM PERIMETER -SEE START POINT DETAIL THIS SHEET. SEALED TRUSS DRAWINGS WITH ENGINEERINGtE} BE 0~-SITE PRIOR TO INSPECTION. tE} 7. LAMINATED VENEER LUMBER (LVL) BASED N 0 T E. ~ ON THE FOLLOWING MINIMUM PROPERTIES; SEE SHEET S-1 FOR F2650) F285SI 1900,000 I-JOIST DETRIL~S 8. RLL POINT LORDS FROM ABOVE TO BE SUPPORTED W/ BLOCKING SAME WIDTH _J AS CALLED OUT ON FLOOR PLAN. W ~ ~ Z O ~ ~ ~ I R S T F L 0 0~ ,JOIST L A Y O U T RLL BASEMENT WINDOWS REQUIRE rl (1) 1 3/4"x JOIST DEPTH LVL HEADER ~ SCALE; 1/4"=1'-O" W/3" BAG. EA. END ~ 0 0 I- N Q W. W~ 0 Q I~ (n " gry_lag.db i MQ M~ H ~`I w N ISSUE DATE; 80'-11" ~ ~ E 01/04/06 M N = REVISIONSt 17'-7 1/2" 63'-3 1/2" i , Q Q ~ 8'-4" 9'-31/2" 15'-31/2" 14'-1" 16'-11/4" 16'-1 1/4" 1T-9 3/4" ~ ~ ~ -------------------------,I---------------------------- 0 15'-9 1/2" 15'-9 1/2" ~ ~ O ~ ~ V 3&74 H ' LADDER PANEL (1) 1 3/4"x9 1/2" LVL' ~ ~ w/OPT, MASTER LADDER PANEL ' RETREAT LADDER PANEL PANEL ~ ~ A 06/27/06 H ~ II ---,ii~~ i i i ~ 'I ~ I--- i ~ i I i II W ~ II ' l l -i L17i I~===-----__---__-_ ~ ~ i a ~ ~ II - I I I N' I I ~ i II 00 ~ I----------------- I II II ~ CANTILEVER JOISTS • ',,1_,3/4x9..1/2'. LVL 1 OVER BRG WALL I~---- i r----- I RIM BOARD o TYP. r_ II THEN 16" O.C. 16" ' II r u I I ; i II 9 1/2 I-JOISTS ~ ~ u~ i IF---------------- i i II I , ~ i i i ~i ~ i HERDER ~ IL---------------- - - - - - - - - - - - - ,r---------------- I N i II i ~ SEE FLOOR 4 N ~ ei It=====___________ I i i ~ i II I I I i cn i i II I ~ ' N ~ ' IF=====__- ~ ~ ~ "I m S1 N i II I I I F- i N ~ I ' II I ~ N O I~---------------- ' H Ir---------------- I ~ o I L _ - _ J ~ II II , fV \ H r----------- I ~t====_____ I i II ~ it 9 1/2 I-JOISTS ~ iv ~ 9 1/2" 9 1/2" I-JOISTS I , ITT39.5 (TYPI N 1~_________ II I I i ~ ~ ~ u , ii p U ~ O ~ r i, ~ '~---J`"'-~~ - I I IUT310. TYP. w/o MASTER RETRER 1 3/4 x9 1/ LVL- II III I.. , _ ~ I (D I----------------- I ~r u I I ~ Z STEE BERM I~-=--___________-= I ~ ' BEL W PER 1Y ' W II II LADDER PANEL FLO R PLAN I Il~o 11 = ~ ~ ~ ~I I I ~ i III------- I S1 F (V _ _ ~ ---IfT'T='T1==rt.-fr T1 fT-Z1==fi.-fT--_ III II II II II II II II II II -i d' N F~Jd Y OPTIONAL EXTRA LADDER PANEL III II II II II II II II II PONY WALL I ~ f I W/OPT. MASTER III I I I I i t I I I I I I I I I I III II II it II II II II II I MASTER RETREAT RETREAT o f I I I I I I I I I I I I I I I (2) 1 3/4 x in CLOSET/ CLOSET-BATH III II II II II II II II 9 1/2" LVL's of u u n u II II II III II II I II II II II II III II II II II II II II II I - , o I I II W V 1 ~F III II II II I II II II II II GIRDER TRUSS m III II II II II II II II II II J TT .5 I II Z _ r , w/o OPT. MASTER III II II II II II II II II II J ( P) I I I I1~1, I II ~ ~ ~ u RETREAT, SEE m III I I I I I I I I I I I I I I I I i t I I I ~ ~ 1-1 I I I ROOF FRAMING PLAN N N u l I I I I I I I I I I I I I I I I I I iv I 5.1 9 III II II II II II II II II II ~ M I"~ ~ F~ III II II II II II II II II it ~ R7 III II II II II II II II II II rn I I ~ in III II II II II II II II II II x ~ III II II II II II LIWS41~, II ~ III II II II II II II TAP II II ~ m L0 III II II II II II II II~ II II ~ 1 III II II II II II II II II (n - - - III II II II II II II II II 1ILI ~ I r _ _ - - - _ L _ LL _ ~lL _ 1J~ ~ L! _ _lL ~ 1J_ _ V = IIDOII?dl~~ 0 _ ~ II H I I I '~t I N _ 3/4.. I I ~ 1 x91/2 IUT310 iv I LVL w/OPT. CLOSET ~ U 0 U 0 ~ I - ~ (TYP) I (T ) N ~ I I (T l I N cv ~ I ~ m II _ _ _ GIRDER _ E_______________________________ ~ I I ~ ~ 1'-6" 16" THEN 16" O.C. =1 i ~IRD~ER TRUSS ====rt LVL TO BEAR ON €=1 __--_=====rt_______________ GIRDER TRUSS "Gl" I (2l 2x11 (2l 2x10 (2) 2x10 I w/LUS410 HANGER I I LUS28 I I TYP. I x ~ of ~ a ~ LUS28-2 LUS28-2 I ~ ~ I TYP. I TYP. I I GIRDER TRL GIRDER TRUSS 9 -2 1/2 112'-2 1/2" ~ ~ I . i 16„ ~ _ / OUTSIDE FACE ~ I F_________________________7 _ ~ OF BLOCK ~ I I FLOOR THIS RRER I I FORMED BY TRUSSES I i/2' 15 1/2" THEN 16" O.C, ==1 I I L _ I I to ~_________________________T ~ OUTSIDE FACE I I I 1/2" OSB RIM BOARD ~ I I OF SHEATHING I I I I I ~ ~ I I JOIST LAYOUT I ~ I START POINT - - - - - - I I BEARING WALL I 7'-9 1/2" 10'-2" 8'-2" 8'-2" 13'-11" 8'-10" a I BELOW I 12'-10" 48'-10 1/2" I FLOOR I 48 10 1/2 2x4 LADDER PANEL JOISTS I I I 61'-8 1/2" I 's<° I FRAMING PLAN NOTES a a 1. FLOOR FRAMING DESIGN BASED ON ~ I 1/2" OSB I I I C TO I f7115S DRAWINGS WITH ENGINEERIN CO~1D FL00~ JOIST LAYOUT LPI 20PLUS (1.5E1 I-JOISTS BY LOUISIANA PACIFIC, UNLESS NOTED. H I SEALED T ~ BE.QN-SITE PRIOR TO INSPECTION. SCALE 1/4 -1 E. 1/4"=1~-0" 2 UNLESS NOTEDBRTTACHMENTSR~O BEIPER ~ Q~ y ~ MANUFACTURER'S SPECIFICATIONS) ~ ' 3. I-JOIST ENDS TO HAVE 1 1/8" OSB ~ ~ NTS / ~ ~ ~ ~ ~ CONT. DBL. 2x4 NOTE RIM BOARD. 4, DESIGN LIVE LORD; 40 PSF N Ll.. z SEE SHEET S-1 FC)R ~ DESIGN DEAD LORD: 15 PSF 0 I-JOIST DETAILS 5 HAVE LADDER PRNEL.T CONDITION TO ~ O 2x416"O.C. 6. FLOOR FRAMING SHOWN HELD IN 1/2" _J FROM PERIMETER -SEE START POINT O Q N DETAIL THIS SHEET. ~ O Ur ~ W N ~-CONT. 2x4 7. LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES; ~ ? H F ( Fv(PSII -F.P~~Z-- ~ 2650 285 1,900.000 H ? 8, RLL POINT LORDS FROM ABOVE TO BE j N ~ N °o NTS SUPPORTED W/ BLOCKING SAME WIDTH ~ RS CALLED OUT ON FLOOR PLAN. ~ N W WN 0 Q gry_lag.db I G O O H M ~ ~ ISSUE DATE; O ~ ~ 01/04/06 ' M N x REVISIONS + ~ Q Q ~ c~ / Q \ r~ o 3&74 2x10 • 2x10 RAFTER DETAI LY ~ ~ nlt ~ ~ w w G, I (SIMIL (SIMILAR TO ~j~ ~.J LAGG S5 DESIGN BASED ON ~ 24" 1, ROOF TRU DOF TRUSSE5 4 O.C. w/LEG DOWN the ~ 06/27/06 ~2 - NUFACTURED R RLAY COLLf PRE MA 2x6 RAFTER OVE COLLAR TIES PER DETAIL ~ p BY OTHERS. ON STRONG-TIE ~ 24" o.c, w/ 2x8 8" O.H, ~ HANGERS BY SIMPS PER GE BOARO 2. ALL (ATTACHMENTS TO BE RID UNLESS NOTED ATIONS) _ _ 1 FACTURER 5 SPECIFIC MANU ESIGN BASED ON LPI 3. I-JOIST RAFTER D 15IRNA .5E) I-JOI5TS BY LOU I + ~ ~ 20PLUS (1 ED. 8 O.N. _ PACIFIC. UNLESS NOT I o I + + IGN LOADS ~ I = I 4. DES TEAS: N I ao o I i~ + + - + R. I-JOIST RAF t - - + + + i + 15 P5F DEAD LORD I I I 25 PSF LIVE LOAD , C m t + i - 5 I B. ROOF TRUSSES OAD - o I , o ORD LIVE L I N 20 PSF TOP CH D + + m-==~°0° TOP CHORD DEAD LOA I ~ I I 10 PSF LIVE LOAD t HORD N I I 10 PSF BOTTOM C AD i ~ + TTOM CHORD DEAD LO Z I t 5 PSF BO I + + DOWNS E i = I 8" O.H. 5. HOLD SES AND RAFTERS AR I , - _ + + d R. ALL ROOF TAUS E TOP o ~ _ - - - - - - - - - CTED TO DOUBL _ _ _ _ _ - + 12 3/4" O.H. TO BE CONNE H2.5A I ~ TE WITH A MIN. OF (1) PLA EQUAL. UNLESS t + _ _ J BY SIMPSON OR I I NOTED OTHERWISE. D w I SES ARE TO HAVE HOL o 0 B. GIRDER TAUS QUIRED I °L NS TO RESIST THE RE , DOW S5 I ~t F CES A5 5HOWN ON TRU I t UPLIFT FOR GS. H , ~ CTURERS DARWIN I MRNUFA I ~ I I I II ~ m I t I u~ tl i+ + ~ ~ I ~ t ~ tl w E I , t t ~ I tl tl a I tt B I + O I II II i+ i i ~ 2x10 RAFTER OVERLAY ~ , a 'I I II i ~ _ _ _ i - - - - (SIMILAR TO DETAIU 2 " I _ - ~ 24" O.C. w/LEG DOWN ~ - - ~r_ ' + COLLAR TIES PER DETAIL I 7- p TI t I I I h 4 q 4 i i I -----U526 - I i i 1 3/4" O,H, L 1 (TYP) , n r-, b l i t u ~u + I d. I N _ - I _ - - - _ _ - _ - - ii + I - _ - _ - _ - - t _ _ _ _ - - - - _ _ t _ _ i n i u + z I O I, o , t I ~ ~ 30'-7" t I I~ I t - --i - ? - m - - OL N I I ~ I I - T BERT D t 1/2' FIRE RETR AN W ~7 I I OOD '-0" (ORZ.) 0 EA H _ _ _ _ _ PL RA ION LL cn l~ ~ L!~/ I SID OF IRE S PA ~ ~ 1 + ~ ~ n I I ENET ATIO THI RRE t I K NO ~ t t t ~ lJ t ~ 2x12 2x1Z R'.IDGE i+ I o HDR. BOARD + _ t A ~ I ~ H I R ~ I GIRDER TRUSS _ _ _ _ _ _ ~ _ _ _ r I R ~ I 3 i , • o - 3/ „ O H i BREAK IN I I A K1 4 8 O.H, + 2x12 RAFTER 12 _ _ + , ROOF PITCH xl RAFTER ---rJ I I t x6 F i x6 R TEAS ~ 24" O.C i ~ + I I R 2x NAIL R --r, K2 I 5 T WR L t I I GIRC + GIRDE TRU S + I I - ~ - - I - i GI6 + GIRDER TRUSS + 2x8++ RAFT RS ° +ij + o wow a I 8 O.H. ~ + ii ++~~+2x12ii RIDG~ BEAN~i iil _ i m ° w N DER TRUSS 2x NAILER I t i GIR I t t BUILD 2nd FLOOR I I 1 ~ 2x12 + + RAFTERS I II i+ u + + + + ~ - + H ~ + p + 2x6,+ CEILI~JG JO~rSTS +iy BEARING WALL ON I I R I GIRDER TRUSS ~ - + - - I I ~ I I Z I GI o TRUSS i 2x12 RIDGE ii + ii n i+ + - _ _ - - - i GIRDER + + + I ~ I ~ I U 1 I = ~j I + + + + O I ~ I G1 ~ I d~ I I OD I + + + - - - + in N t I I Z I ~ + + i ~ I z I I r I I I + ~ ~ Q + ' t I I I- I ~ I 8" O.H. (2l 2x12 2x6 ROOF W N I 2x8 HERDER RAFTERS ~ RAFTERS DORMER SIDE WALLS ~ a . 8" O.H. BUILT ON TOP W „ CHORD OF TRUSSES T RAFTER ~{NG~O CU - knit 7 3 N V ~ a LAGGE ~ the NGS WITH ENGIN FOR RIDGE p TRUSS gRAW1 SEALS R TO {N5PECTION. LEG RAFTERS gg pN•SITE pR10 13 9 DOWN TO BAG. ~ ~ N `1!~ 2 12 1 H W 8 ~ O~ FTERS 2x6 COLLAR 2x10 A IES (TYP.) OUT ~ H ~ 24" O.C. T GOOF TRUSS LRY ~ DEMISING WALL PER SHEET 6 SCALE 1/4"=1'-0" 0 ~ • _ ~ OIL • g 6 9 3/16" H W 0 0 r 3 zm N rn C) ~ 9rY-la9,db l _ ROOF DL = 248 PLF p O H ° ROOF LL - 495 PLF may ISSUE DATE; ~ ~ ~ 01/04/06 NOTE; M = REVISIONS 15 -8 ~ i 1s" GIRDER TRUSSES "B", "D" AND "E" TO HRVE 2x6 MINIMUM R 1 FLOOR DL = 10 PSF ~W ~W ~ _ BOTTOM CHORD 12 m FLOOR LL = 40 PSF ~ ~ o A 16 2 I $ - A 16 12 374 3 _ GIRDER 12 12 W W A 8 TRUSS 4 1s -----------16-- 10 ~ G.M. 10 ~ osir~ios A B 5 A ~4 12 FLOOR DL = 12.5 PLF N i g FLOOR LL = 50 PLF J ~ W A 6 1/2" 22'-3 1/2" a TRIL 6" 13 -4 1'-10 7/16" TAIL 411 12 ; PROVIDE (17 GIRDER TRUSS PROVIDE (1) GIRDER TRUSS TRUSS "I" MUST HRVE 8 „ R 2x12 MIN. BOTTOM CHORD 16 -4 14 8 4" - ` K2 ' i u ~ 12 -0 3/4 29'-11" 6 1/2" ~ NOTE; 4 TAIL ~ 3 1/2" Y OPTIONAL EX1 )PTIONAL EXTRA TRUSS "J" MUST HAVE ° MASTER RETRE 1ASTER RETREAT R 2x10 MIN: BOTTOM CHORD 12 6" 8 19'_5" 0 12 12 ` Z ROOF DL = 30 PLF ROOF LL = 60 PLF 20'-7 1/2" 10 10 ~ 15'-0" DL=363 LB. ~I D E ° LL=587 LB. 11 1/4" TAIL TRIL 10'-6" 12 11 1/4" ROOF DL = 60 PLF TAIL $ 12 12 ~ ROOF LL = 100 PLF 12 11 1/4" 11 1/4" g $ ~ DL=104 LB. Y ~ L=155 LB. PROVIDE (ll GIRDER TRUSS PROVIDE (1l GIRDER TRUSS X w w _ _ ~ 12 12 11'-il 1/2" 11'-10" 12 ° 4" $ 11'-81/2" REAR 9'-8" 6 1/2" 9'-8" FRONT ~ 10 10 ~J~ ~ TAIL 3 /2" 00 12 TRUSS Sf TRUSS SETS ON FLOOR ° DECK OF MR; DECK OF MASTER RETREAT ~ o N V 1 ~ m O ~ vl 10 K1 ~ co DL=398 LB. 11 1/4" 6 1/2" ~ TRIL ~ 31/2" DL=308 LB. 13'-4" LL=1022 LB 1-10 7/16 TAIL H C 11 1/4 11 1/4" TAIL o LL=440 LB. 6" 11 1/4" FLOOR [DL = 10 PLF ~ FLOOR DL = 13 PLF rn FLOOR DL = 13 PLF O TAIL FLOOR LLL = 40 PLF FLOOR LL = 53 PLF FLOOR LL = 53 PLF 12'-0" 20'-7 1/2" 8._4.. _ g._1.. 12._6.. N1 J1 29'-11" N2 Q 12 12 12 12 NOTE, O TRUSS "L" BOTTOM CHORD 8 TO BE 2x10 MIN. 10 10 $ o K F D N I ~ 6 1/2" I ~ 3 1/2" ~ I i TRIL 11'-0" 18'-11" I n 111/4 ° iv ROOF aL = 45 PLF ROOF DL = 30 PLF m I 111/4 TAIL I 6.. ROOF LL = 80 PLF ROOF LL = 60 PLF ~ ~ 15'-4" ~ I REAR F FRONT 26'-8" 20'-7 1/2" 30'-8" REAR FRONT 9'-0 1/2" DL=327 LB. LL=531 LB. a 12 12. 12 8 H ~8 ~ 10 ~ 10, o Q oa - iv 6.. 6" o N 12 I ~ O ~ 4 12 NOTE 12 ~ ~ 11 1/4" 8 ~ ~ RERR 15 4 GIRDER TRUSS G1 FRONT 8 8 :ONT 13'_4" 1'-10 7/16" TAIL BOTTOM CHORD TO DL=373 LB. BE (2) 2x10 MIN. ~ LL=480 LB. 11 1/4" TAIL J G G 1 61/2" 61/2" 22'-0 1/4" 7'-10 3/4" W W PROVIDE (1l GIRDER TRUSS TAIL FLOOR DL = 130 PLF FLOOR DL = 15 PLF O ~ TRIL FLOOR LL = 360 PLF FLOOR LL = 45 PLF O lH 6" REAR 2g'_11~~ FRONT ~ O 6" ` 35'-0.. NOTE; ~ 17'-8" TRUSS "M" BOTTOM CHORD ~ REAR FRONT TO BE 2x10 MIN. W ~ = OL gry_lag,db I 1 oo~ M ~ ISSUE DATE; ~ ~ E 01/04/06 M N = REVISIONS; i , Q Q F 0 ROOF ~ TRUSS ~ C/1 ~ c°v CROWN MLD, 2x8 F BEYOND ~ ~ ~ 3 & 7 4 ix3 RAFTER ~~i e ~ , ~ ~n 4.~ ui ~ H N in 1 E"'~ 12 s ~ ; ~ : ~ G M HDBD. ui im ~ ~ . SIDING 12 TRIM DETAILS=- ; 06~27~06 2x6 - _ _ - _ THIS° SHEET . ° Q RAFTER ~ i ; ~ ~ ~ METAL NOTE ~ ~ 1x4 FLASHING 4'-8 1/2" WDW . ' n~ DORMER SIDE WALLS` W R.O. WIDTH ~ -BUILT ON TOP a 5" C 5" CROWN ~ ~ ~ ~ CHORD OR TRUSSES ~ RL 1x6 ~ ~ ~ r' ~ ~'r V ALIGN ~ DRYWALL i ` 7/16 O.S.B. W/ W/F CLIPS ~ 24 O.C. W/FRONT 5" CROWN -RETURNS ~ ~ 1x2 ~ TO WINDOW s~ fir; 1x2 ~ ~ 'i BETWEEN ~r1 1x4 ~ ' ' ~ 4._g.. ROOF Mi¦y 1x8 FASCIA OVER pi c ' ~ 'DOOR STOP lx4 „ TRUSSES II OR SIMILAR 1x6 SUB-FASCIA MOULDING ALUM GUTTER DORMER DETAILS RT WINDOW I~ SCALE; 1"=1'-0" 4 Iii ORM~R 2x2 SCALE 1/4"=1._0.. _ . . 3/8" PLYW'D SOFFIT 1x FRIEZE ~ r' ~ti' ; ERVE DETAIL SCALE; 3/4"=1'-0" NATIONAL CONCRETE MASONRY ASSOCIATION i 8 RECOMMENDATIONS DESIGN LORDS BASED ON EQUIVILRNT FLUID LATERAL SOIL PRESSURE OF 60 pcf ~ ~ REINFORCING STEEL GARDE 60 2000 si GROUT INSULATION ~ p t RING JOISTS (TYP.) TYPE M OR S MORTAR "I" JOISTS @ 16" O.C. ;i 2x4 LADDER PANEL ~ 16" O.C. Wf/ 2x6 BOTTOM PLATE ~4,. ~ r 2x4-16" O.C. ~4 STUD WALIL FIBERGLAS DRAINAGE SEE ELEVATIONS b INSUL. BOARD ~1 FOR SIDING INSULRTIC)N TYPE PER SPEC'S ~ EXT. FND. Q WATERPROOFING r ~ ' VAPOR BARRIER- MEMBRANE 0 n Q _ c ~ ~ 3/4" T&G PLYWOOD BACKFILL% Q , 1/2" SHEATHING (GLUE ~ NAILI - 4 . v9 ~ l..'"'C. r 0 ~I 8 CONC. BLOCK ~ ANCHOR STRAPS I JOISTS •;;;;.;1 W/1 1/2" DRAINS PER MANE. ~ 16" O.C;. ~':~:''1': ' THRU WEEP HOLES N SPECS. '•I 6'-0" O.C. MIN. SOLID BLO KING Q~~ ~ @16" O).C. I JOISTS PRRRL.LEL TO WALL ' ~ , CANTILEVER POURED 0 FRAMING OVER 2x8 MUD SILL CONC. FTG. FOUNDATION 1 W/ 1/2" FIBERGLASS a ~ SILL SEALEk? STONE PLINTH ' r~ o ' D~ 4'-0" INS~ULRT ON BATT SCALE; 3/8"=1'-0" ISO IF JOISTS PARALLEL . TO MASONRY PROVIDE (21 1 3/4 X11 7/8 LVL REINFORCEM NT OUTRRIGGER ~ PT. LOADS PER DETAIL (9 H i 2x10 MUD SILL W/1/2" FIB R R-1 R-13 BRTT. INSUL. ~ ~ w FND. INSUL. 6 E GL. WATERPROOFING 0D SILL SEALER VAf VAPOR BARRIER m w o SEE DETAIL R-13 BATT ~a ~ INSULATION R-1 THIS SHEET IN~ R-13 BRTT. ~ ~ ~ INSUL. ~ o°c TOP OF COURSE 13 JOIST 4" CONC. JOIS JOIST SLAB OVER 4" cn n 2x10 MUD SILL GRAVEL BASE & 6 MIL V.B. 8 8" CONC. ~WERTHER LIP ~-~IJI 8" CONC. W/ 1/2 FIBERGLASS SILL SEALER B BLOCK o 8" CONC. BLOCK BLOCK A ANCHORS PER ' M ANCHORS PER ~ ° ~ a - MANF. SPECS. ~ MANF, SPECS. ' ' 12" BLOCK R-11 BATT R LUGGED OUT II R-11 GATT ~ 4" GARAGE INSULATION TO SUPPORT ~ INSUL. SLAB OVER 4" n~ ' WEEP HOLES SLAB GRAVEL BASE v ~ 6 MIL V.B, @16"O.C. N F=+4._8.. . _ 3 1/2" CONC. F=+4'-g" F 0 0 ~ 16"x8" SLAB CEM. COVE . ° CONC. , FOOTING , - i6"x8" CONC;, CONC. ' 16 x8 CONC. ~ VAPOR BARRIER V ' ~ ° , FOOTING ' ° ' ° ' ~ VAPOR BARRIER ~ ' J ~.a' P ° I P it FOOTING ; ~ ~ ~ . ° ° OVER 4 GRAVEL FOOTING O OVER 4" ~ ' ° ~ ~ 4" GRAVEL BASE G GRAVEL BASE W BASE 3 DIR. PERF. SPACE/ FO?UNDRTION ~ ~ PLASTIC DRAIN TILE FELT FLASHING 0 ~E GAIRRGE D00~ ~ SCALE; 3/4"=1'-0" SCALE, 1/2"=1'-0" SCALE; 1/2"=1'-0" ~ R T I O N SCALE; 1/2"=1'-0" ~ 0 0 D ~D ~ N W~ Q 0 = W ~I, Q gry_lag.db i i 06/07/10 1459 _ 3/4" TbG FLOOR SHEATHING I-JOIST RIM JOIST, REV. 1/2" SHEATHING, TYP. (NAILED AND GLUED) RTTRCH TO MUD SILL (F®fl.~~®~~Y0~1~$ WITH 10d NAILS ~ 6", I2S17E OD3ATE: M BOARD, 1 1/8" OSB RIM BOARD, TOE-NAILED, 1 1/8 OSB RI REVISIONS: ATTACH TO MUD SILL WITH JOIST PER PLAN ATTACH TO MUD SILL WITH S SHEET 10d NAILS ~ 6" TOE-NAILED TIGHT TO RIM BD. 1Qd NAILS ~ 6" TOE-NAILED SEE STRUCTURAL NOTES THI IDE FACE. FROM OUTS FROM OUTSIDE FACE. JOIST PER PLAN SOIL EQUIVALENT FLUID PRESSURE = 45PCF 3-lOd NAILS PER OIST FOUNDATION ANCHOR JG 4/07/04 RCEMENT SIZE TOE-NAILED, TYP. PER SCHEDULE. FULL DEPTH I-JOIST BLOCKING REINED MAXIMUM WALL HEIGHT & SPACING, C/C UNBALANCED ~ 24" O.C. TIGHT TO RIM JOIST ST (xOF COURSES) HEIGHT TYPICAL RND ADJACENT JOIST•GLUE ~ NAIL x8 x9 x10 x11 FILL GRADE NAIL TYPICAL TO PLYWOOD S'~UBFLOOR W/6-6d 'd GRADE COMMON NAILS. 7 4 72" 72" 72", 72" 5'-7" (il COURSES) 8'-0" ~ rn N oURSES) 72" 72" 72" 72" e-3 FOUNDATION ANCHOR (iz C PER SCHEDULE. 3-10d NAILS PER ER. BLOCKING, 8`8" 64" 72" 72" 72" 8'.11" DRMPROOFING OR ~ V WATERPROOFING, TYP• 5 TO ~ TOE-NAILED, TYP. d (13 COURSES) ,•xolvgl 0 0 9,_4,~ OF REINF. Z 2 48' S6 72 80 8 5" TO C (NO BRICK) REINF• PER SCHEDULE 7- 22-0G* cc_ q (14 COURSES) OF REINF. GROUT SOLID. ~,,,,,,,,,,w„~, n~ >ooocn ,puuws.N~~~ ~ ~ ~ O w (NO BRICK) DRMPROOFING 8" CONC. CMU ~ QF ~"'`r, w Z~p SOIL EQUIVALENT FLUID PRESSURE = 60PCF REINF• PER SCHEDULE 0 , oR ,~P ti, ENr slzE GROUT SOLID. 0 REINFORCEM ~ MAXIMUM ~ FILTER MEMBRANE WATERPROOFING ~ ~ , ; WALL HEIGHT b SPACING, C/C UNBALANCED SEE SECTION 1 ~ EE~,Jl;k~~~ W J d 3 (xOF COURSES) x8 xg x10 x11 FILL HEIGHT 8" CONC. CMU FOR ADDITIONAL '~J~. ~3 s-~ ::i INFORMATION 4 ~ . RU~.~~,k- T-4" 7 „ 72„ 5~_7,~ 24 MIN, GRAVEL 0 `••,~~F""(;'C~.'' AU%G~:_ :E m c) 3 ) 72 72 2 D ~ ~ ~ (li COURSES AROUND FOUN INTERIOR •.,~~8~~<; ' 8'-0" 72" 6'-3" WEEP HOLES X16" O.C• MAX. k~, ~j ~ RSES) 56 72 72 C~,,~ (1z Cou . • 0 3/4~,_i~_B,~ ONA1- 8'-8'. iv jONAL 48" 56" 72" 72" 6'-11" • o • ` o ~ ` ' (13 COURSES) THRU-WRLL , , ° , , , _ Tvr -T 9'-4" " TUBES ° F 0 0 N 3 1/2 CONC. I-JOIST RIM JOIST, ! 8 2 WEEP , • BRICK I ci4 COURSES) 32 32 32 4s /C ~ o o, SLAB ATTACH TO MUD SILL 4 1101 V(o - AT 48 0 VENEER ~ ' WITH lOd NAILS ~ 6", ~wEXTENO REBAR r ABOVE BLOCK FOR INSPECTION CONT. 8'X16 ~ ' ' TOE-NAILED, CONC. FOOTING , ~ „ o , , a , , ° 0 1 1/8 OSD RIM BOARD, • F®l~®,q1'p®p~l 1~,~(ICp-p®~1 5~8-9E®~LE ~ • ~ , ~ ~ ATTACH TO (vIUO SILL WITH JOIST PER PLAN )N FOR 14 COURSE BASMENT (9'-4") °k'••°k ~ ~ ~ oD 4" GRAVEL lOd MAILS t~ 6" TOE-NAILED ~ BASE FROM OUTSIDE FACE. SOIL EQUIVALENT 2X6 SILL PLATE TO COMPACTED SOIL FLUID PRESSURE FOUNDATION WALL HIGH AROUND 1'-0" ATTACHMENT 5 1/2" TO FOOTING, TYP. MIN. OF REINF• ~ FULL DEPTH I-JOIST BLOCKING ~ 24 O.C. Gm24"O.C. „ (TYP. ~ BRICK) TIGHT TO RIM JOIST AND ADJACENT JOISI JACENT JOIST. 1/2 DIA, ANCHOR BOLT ®40 O.C, CONT, 3" DIA. PLASTIC GLUE 6 NAIL TO PLYWOOD SUBFLOOR W/6- BFLOOR W/6-6d Q 45 PCF (4 EDGE DISTANCE RND 5 MIN, EMBED) P RF. DRAIN TILE OR E COMMON NAILS. SIMPSON MRSB OR MA815 ®16" O.C. TO SUMP 3/4"=1'-0° 3-10d NAILS PER EA. BLOCKING, TOE-NAILED, TYP. TYPICAL • 1 1/8" OSB RIM BOARD, GRADE 4" CMU " N HOR BOLT ®32" O.C. ATTACH TO MUD SILL WITH , 1/2 DIA. A C „ lOd NAILS ~ 6" TOE-NAILED 8" CMU 0 ANCHOR 60 PCF (4 EDGE DISTANCE AND 5 MIN, EMBED,) FOUNDRTI N OR FROM OUTSIDE FACE. PER SCHEDULE. SIMPSON MASK OR MAB15 ®16" O.C, BRICK SEE SECTION 1 REINF. PER SCHEDULE VENEER FOR ADDITIONAL GROUT SOLID. INFORMATION MAXIMUM MASONRY FOUNDATION WALL HEIGHT = 9'-4 MAXIMUM UNBALANCED BRCKFILL HEIGHT = 8'-2" L-j SIMPSQN MRSB NOT ACCEPTABLE WITHIN DUBLIN I P R PLAN GROUT COLLAR JO ST E TIGHT TO RIM BD. JOINT SOLID 3/4~~_i~_0~~ arRLN'T 1R NOTE4 5 1/2" TO ~ ' cENERRL: OF REINF, _ 1. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DESIGN DRAWINGS. SHOULD DISCREPENCIES (TYP. ~ BRICK) 3-lOd NAILS PER JOIST 1/2 SHEATHING, TYP, 3/4" TbG FLOOR SHERT LOOR SHEATHING EXIST BETWEEN THE DRAWINGS AND THE NOTES, THE STRICTEST PROVISION SHALL GOVERN, TOE-NAILED, TYP. 2. THE CONCRETE MASONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ONE RND TWO STORY (NAILED RND GLUED) JD GLUED) RESIDENTIAL CONSTRUCTION WITH LORDS DISTRIBUTED ALONG FOUNDATION WRLLS• ~ 1 1/8° OSB RIM BOARD, 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS AND ASSUMED DESIGN CONDITIONS ENGINEER 4° CMU ATTACH TO MUD SILL WITH SHALL BE NOTIFIED PRIOR TO PROGRESSING WITH WORK, 4• IT IS SOLELY THE CONTRRCTOR'9 RESPONSIBILITY TO FOLLOW RLL APPLICABLE SAFETY CODES AND lOd NAILS ®6" TOE-NAILED REGULATIONS DURING ASPL NS BLESFOR VERIFYINGIALL DIMENSIONS AND CONDITIONS RELATING TO FOUNDATION ANCHOR FROM OUTSIDE FACE. JOIST PER PLAN 5• THE CONTRACTOR IS RE o E TYPICAL PER SCHEDULE. PLAN Z IM BD. EXISTING CONSTRUCTION RND EXISTING SERVICE ON THE SITE. TIGHT TO RIM BD. B. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS WITH THE ARCHITECTURAL DRFlWINGS GRADE PRIOR TO PROCEEDING WITH THE WORK. 6 " O.C. RN HE VY DUTY REINF, PER SCHEDULE _ 7. DESIGN BRSEO ON 3/4 TdG PLYWOOD SUBFLOOR GLUED AND NAILED (d m 12 D R GROUT SOLID. HOLD SILL PLATE P CONSTRUCTION RDHESIVEI STAPLES ARE NOT ACCEPTABLE IN LIEU OF NAILS, 8~~ CMU OUT 7/8" 3-10d NAILS PER I`, ILS PER JOIST d FOOTI O~INGS TO BE CONTINUOUS B"X15' CONCRETE FOOTING FOR 8" CMU OR AS SHOWN ON DRAWINGS. THIN BRICK APPLIED TOE-NAILED, TYP, ~ 1 F SEE SECTION 1 .ED, TYP. 0 R~ OWABLESSOIL BEARING PRESSUREBOF BCD 00 PSS~VE STRENGTH OF P'c=2500 PSI, W5SUMED FOR ADDITIONAL p P INFORMATION TY ~oA P MABDNRn GARDE 1, MASONRY MRTERIALSi R. MASONRY CONSTRUCTION RND MATERIALS SHALL CONFORM TO REQUIREMENTS OF ACI 530.1-99/ASCE 6-99 "SPECIFICATIONS FOR MASONRY STRUCTURES," 0 B• HOLLOW AND SOLID LOAD BEARING CONCRETE MASONRY UNITS -ASTM C90 -TYPE 1 - C. CMURUNITSETOHBE LRNEDUINCRUNNINGSBOND PRTTERN,1900 PSI. 9/4"=1'-O" FOUNDATION RNCH0 2. MORTAR: I-JOIST RIM JOIST, PER SCHEDULE. ATION ANCHOR A. ASTM c27D TYPE s. ATTACH TO MUD SILL DRMPROOFING OR CHEDULE. & ACEMENT•LIME:ELD ART PORTLAND CEMENT, OVER U4 TD 1/2 PART HYDRATED LIME, WITH lOd NAILS ~ 6", WATERPROOFING. TYP. SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPRRRTE VOLUMES OF CEMENTITIOUS MRTERIPLS, TOE-NAILED. 1129 MASONRY CEMENT: 1/2 PART PORTLAND CEMENT, 1 PART MASONRY CEMENT (TYPE N1, 1 1/8" OSB RIM BOARD, 5" TO C 3, GROUT: SAND = 2 1/4 TO 3 TIMES THE SUM ~ THE SEPRRRTE VOLUMES OF CEMENTITIOUS MATERIALS, RTTRCH TO MUD SILL WITH OF REINF. zV B. BLOCKCRT68EAMIBERRING~ PILASTER, RNDEPOINT LOAD2LOCR IONS TO BE GROUTED SOLID OR SOLID lOd NAILS ~ 6" TOE-NAILED (NO BRICK) REINF. PER SCHEDI „ BLOCK FOR 2 COURSES BELOW BEARING. FROM OUTSIDE FACE, JOIST PER PLAN GROUT SOLID. PER SCHEDULE C. CONSOLIDATE GROUT RT TIME OF PLACEMENT SO RS TO FILL RLL VOIDS RND INTERSTICES, CONSOLIDATE GROUT LIFTS OF 17' OR LESS BY MEANS OF PUDDLIING OR MECHANICAL VIBRATION, FILTER MEMBRANE SOLID. Coto CONSOLIDATE GROUT LIFTS EXCEEDING 12" BY MEANS OF MECHRN[CAL VIBRATION RND RECONSOLIDATE AFTER INITIAL WATER LOSS RND SETTLEMENT HRS OCCURRED, HOLD SILL PLATE N CMU d~ D• RCCEPTRBLE GROUT FIELD MIX: (BY VOLUME) 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED OUT D TH I-JOIST BLOCKING LD 24" Q.C. 8 CO C. LIME, SAND = 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENTITIOUS MRTERIRLS, FULL EP C. CMU 2z 4. STEEL REINFORCEMENT BRREREOUIREMENTS: THIN BRICK APPLIED TIGHT TO RIM JOIST RND ADJACENT JOIST. 24" MIN. GRAVEL A. ASTM A615, 8616, 8617 -GARDE 60• GLUE & NAIL TO PLYWOOD SUC~FLOOR W/6-6d AROUND FOUND. INTERIOR B. PLACE VERTICAL REINFORCEMENT BARS AS SHOWN, ERRS SHALL BEGIN RT THE MAXIMUM SPACING TYPICAL COMMON NAILS, WEEP HOLES -8" 0 'IOR SHOWN FROM RLL FULL HEIGHT MRSWJRY WALL CORNERS, . • o HOLES -8" O.C. BACK FILL: ~ GARDE 3-lOd NAILS PER ER. BLOCKING, V w .o , ~ o fV i. PRO IDE 20" OF FREE DRAINING GRAVEL MATERIAL (WASHED 57 STONE OR EO.) RBOUE TDP OF FOOTING TOE-NAILED, TYP• , , . ? , . ~ J BY THE WIDTH OF THE EXCAVATION, THRU-WALL , _ 2, PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MATERIAL RND BRCKFILL MATERIAL ABOVE, T ° e ~ F ~ Q 3 1 3. BRCKFILL 20" ABOVE TOP OF FOOTING TO FINISHED GRADE MAY BE RNY NATIVE SOIL WHICH IS FREE DF FOUNDATION ANCHOR WEEP USES ~ e , n • , u•) SLf SLAB " CONC. Q J EQUIVALENT FLUID PRESSURELESS THFNVOR EOUALSTO THE PRE SURE USED FOR ROES GN LOF T HE IMRSONRY 5~i TO PER SCHEDULE. RT 48 0/C , , a . m , , . • WALL ° ~ CONT• 8"x16" o ' . U 4• FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO BRCKFILLING OPERATION, BRACES RRE TO REMAIN OF REINF. ~ .a ° e , ~ _ • ' ' • IN PLACE UNTIL SUCH TIME THAT THE FRAMING RND FLOOR DIAPHRAGM RRE IN PLACE RND THE MASONRY (NO BRICK) REINF. PER SCHEDULE CANC. FOOTING ' ' WALL I5 BRACED PER PLAN. GROUT SOLID. . , o ; ~,o , , , • , ° 0 WOOD FRAMING u ~ ' w 1. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST DRMPROOFING 8 CONC. CMU ~ P ~ ° 2. NAILS ARE BOx TYPE (0.131 DIA) UNLESS NOTED OTHERWISE i0E-NRILED CONNECTIONS TO BE PER OR •,i,'• •.s.~ ~ 4 00 4" GRAVEL O 2001 RF6PA NDS REQUIREMENTS, WATERPROOFING BA BASE FouwDRnoN ANCHORS; ~ SEE SECTION 1 COMPACTED SOIL _ ~ MPRESSURE TREASED L MBER)ER SCHEDUL€ RBOVE,(STRII~ESS STEEL OR G185 GALVANIZED IF USED WITH FOR ADDITIONAL 4" HIGH AROUND oR INFORMATION FOOTING, TYP• MIN. W 2• ANCHOR BOLTS 1/2" DIAMETER WITH 5" EMBED, GROUT SOLID, R,B TO PROJECT 2 1/2" ABOVE TOP OF W G~65NGRLVRNIZED IFEUSED WITH PRESSUREXTRERDTEDRPLRTE HERD RRE RCCEPTRBLE (STAINLESS STEEL OR CONT, 3" DIA, PLASTIC JTH 6 ~ PERF• DRAIN TILE l pOS M ~ ~ ISSUE DATE; ~ ~ ~ 01/04/06 M N = REVISIONS; ROVIDE HAT VENTS REO'D 12 P i ~ H FOR VENTILATION BELOW ~ ~i ~ 1 LINE OF FIREPROOF PLYWD. 10 Y OPTIONAL EXTRA T ? ? ? ? ' ? OPT. MASTER RETREA ~ ~ MASTER RETREAT ? ? 12 12 ~ 3&74 ~ ~ Y 12 ? UNIT 2 ONL ? ITTED ? ? ? DORMER OM ~ ? 12 $ FOR CLARITY 10 ~ 8 12 - WW G. , 10 8 osr~ios _ _ p r - ~ I ' H - H F..,, it - ~ I I ' to ~ o 0~ LTI•...... ~ - ~ ' z , W I I ~ 12 - ~ a ~ I i2 ~ m ¢ 11 11 ~4 t~ II 11 _ ~ ~ ~ ® - ~ w o~ = o ~ _ _ ~ o ~ cv t 10" BO o0 1x6 TRIM a ~ ~ COLUMN z 10 BOX ~ COLUMN ' HORIZONTAL SIDING ER 1x6 TRIM x6 TRIM 1x6 TRIM (TYP.) RIM STONE VENEER STONE VENE 1x6 T 0 C 1./2" FIRE RETARDANT TREATED ~ BHT SIDE ELEVATION PLYWOOD 4'-0" (HORZ,) TO EACH -O 1x6 TRIM ON ALL CORNERS PRRATION WALL SCALE, 1/$ -1 C E; 1/$"=1'-0" 1x6 TRIM ON RLL CORNER5 b WINDOW (TYP. UNOJ SCALE, 1/8 1 SIDE OF FIRE SE b WINDOW (TYP. UNO.) PENETRATIONS THIS AREA NO HORIZONTAL ~ 4._O.. 4._0.. SIDING i NT 8' CONT. RIDGE VENT 18 CONT. RIDGE VE I I lx6 I I I ' 112 TRIM I I ~ g 0 ~o 'CONT. RIDGE VENT ' 15 I i I RIDGE VENT I I 15' CONT, - HORIZONTAL 5TONE I I SIDING 1/2" 1/2" FIRE RETARDANT TREATED VENEER p~ 12 I I I I o PLY1 PLYWOOD 4'-0" (HORZ,) TO EACH lid r$ ~ I ~ SIDE SIDE OF FIRE SEPARATION WALL ~Y,` I I 1x6 NO PENETRATIONS THIS RRER " " 1 »===~i ~-r~ I TRIM l FFT C - R ~ ~ 4'-0" 4'-0" Fi~VATI4~. - F,~II~L V 1 `~j I I i ~h H ~F H I• I I I I ~ I I I ~L U JI ~L U I I I I I ~ ~ I I'1 T T T' Il T T i I III I ~ STONE SCRLE~ 1/8"=1' 0" SCALE; 1/$"=1'-0" ~ I ~F H ~F H I I I I ~L~ J,3, yJ, I I I I ~ I i, n n u VENEER II L------J II I I 1NTT I 18' CONT. RIDGE VENT ~ I I i II II , I Li_ - - _7J 8' CONT. RIDGE VENT !aJ i i ~ ~ r w CERTAIN TEED LANDMARK 30 YEAR _ _ = SCALE, 1/8 -1 0 ~ N £ ~ ~ DIMENSIONAL ASPHALT SHINGLE ~ ' , 245 LBS. PER 50URRE MAX. J ~ ~ p i i EXPOSURE NOT TO EXCEED 5 5/8" ? ~ ? Z m 3 ~ ~ i COLOR = WEATHERWOOD ? °L ;-a ? ? ~ ? i i W ~ ~ 12 n FRONT GABLE h~-i COLOR OF DOORS & TRIM 12 10 ' FASCIA 6 RAKE PER DETAILS 0 HORIZONTAL SIDING TO BE SIMILAR TO MAIN HOUSE GARAGE DOORS RRE 10 TO BE STEEL RAISED PANEL 15' CONT. RIDGE VENT 2'-l0° DORMER DETAILS 2'-1 ON DETAILS SHEET TYf TYP. 0 a SCALE 1/8"=1'-0" 12 x6 ROOF RAFTERS 1x6 TRIM ON ALL CORNERS 2 12 (TYP. UNO.I & WINDOW 10 2xfi CEILING JOISTS L 1x6 TRIM (2l 2x10 BREAST BEAM W/ SPACERS 1x8 FASCIA HORIZONTAL SIDING 1x6 W/ DENTILS ~ ' - 00 m ~ r BREAK BREAK ~ = 1x8 FASCIA IN ROOF IN ROOF ° 3 1x6 FRIEZE PITCH PITCH METAL ROOF _ /2" SOFFIT ~ o W/ TRIM PER 1 Z RVE DETAIL BOARD H E III ~ 3 ~ ° q 1x12 RIP ~ PROVIDE GUTTERS TO 10" I I AND DOWNSPOUTS. ID G ~ - 9 /4 LEAVES (TYPJ AL 0 _ ~ 5/4x10 RIP TO 8" III I F s ~ _ _ ~ Q II I I 10" Box Z SHOE MOULD 11 I I o0 COLUMN, TYP, u I I ~ IIII o BED MOULD I I ~ II I I ° 4 II I I ~ O ~ _ - ~ ~ II I I ~ ~ ~ ~ - ~ ~ ~ II I I 00 ~ _ I I o ~ 3 I I 12 -STD. II I I `pp 4x4 POST 1x2 16 BRICK ` IIII SHINGLE MLD. z J 11 H 1x10 v 3 W J PINWHEEL I t I I 12" -STD. N W . ~ IIII 16" -BRICK lx FILL- , O TR. ROUND I I I 0 1x8 SOFFIT II I I o ~ O SHOE MOULD IIII FASCIA RAKE 1x8 10 BOX COLUMN ~ 0 1x3 UP 3/4" IIII FASCIA TYP. ' ~ 0 11 I I BED MOULD STONE VENEER 1x12 ~ a Lx FILL ~ l~ BED MOULD o x3 IIII 1x6 1x6 28'-5" S 14" PANEL 1x6 TRIM 22'-7" (f') 28~_5~~ SHUTTERS (D 0 1 II I I L BED MOU D BED MOULD ui " ' ~ 1x6 1x8 VNIT 74 : H 0 o o CONC. PORCH SLAB ~ w~ FRONT ELEVATION = ° 4"-1'-01° SCALE, 3/4"=1'-0" o SCALE 3/ SCALE 1/4"=1'-O° 1x6 TRIM ON ALL CORNERS ~ ~I & WINDOW (TYP. UNO.) ' gry_lag.db Q a I _ 1 o ,.~j, N ~ W ISSUE DATE; ~ ~ E 01/04/06 32'-10" 14'-2" 30'-7" 3~-41~ m N i REVISIONS; i ~ F-i ~ i 51.4.1 21.811 1.'J1_~]11 A H F ~ i 2'-8" 2'-8" 5'-4" NOTE; BATH ROUGH-INS / ~ ~ ~ INCLUDE PLUMBING ONLY, 0 N Y OPTIONAL EXTRA H H O BATH ROUGH-IN ~ 3&74 ~ ~ FINISHED BATH UNEXCAVATED W W G,M, II, - - - ~ , ,c~' 4" CONC. SLAB OVER ~ ~ pg/~/pg S~ ,gyp A, F F i ~ DN F%~ 4" GRAVEL BASE H Q ~ 32/16 ~ ~ r ~ r 1 CRS. 32/16 ~ r-, I I I I r - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - , I I F~--~-•-~- - - - - - i - I II I I I II I I I I I I I I I ^ d' I I 20i_3u I I I I I ~ J .i II I I I Fr'i m I UNEXCAVATED I ~ ~ ELEC. SEA I I I I 4 CONC. SLAB OVER ~ ~ , • LOCATION ELEC. SERV. PANEL ~ I I ~ I LOCATION MRY VERY I;; I I „ I 12" BLOCK LUG I I SUPPORT TYP. I I I I 4 GRAVEL BASE I y-- I. y ~ I OUT ~ TOP CRS. ~ J I ONLY FOR SLAB I I I I I °D I I I (V ~ I` i t-------' ~ ----I I I I ~ FOR PORCH SLAB I I 12" BLK ~ CRS 12 I I I I I l •y ~ I I rn ~ 1....-•' II ~ ~ I C' I I I I I I I 12" BLOCK LUG I II CRAWL SPACE ~ W 3 1/2" CONC. SLAB OVER ~ ~ m I I I ° ~T7 I I I I OUT ~ TOP CRS, ~ ~ I~; ;,I I I I VAPOR BARRIER OVER I w/OPT. PORCH I Ili a I i m VAPOR BARRIER RND ~ ~ ~;~~I SHADED RRER UP 1/2 CRS, ICI ~ in 4" GRAVEL BASE ~ ~ I I ~ I FOR SLAB SUPPORT. NOT I I I I 4 GRAVEL BASE I y II, •,e, III I I I REO'D IF BRICK PORCH. i it Ili it ` I I I I I Ili,~'~ ill ~/~11J\' L ~ J I I I I r ~L~~`---- -_-~'I I I I O~ ~ - I J ~ a I I UNEXCAVATED I I F' I r-- o ' 0 / o I I 4" CONC, SLAB OVER I I I PONY WALL o I ~'C«i! I k' ~-i L - - 1 I iv I ~ I 4" GRAVEL BASE I I I W/ RCCE5S DN 1 N ~ I I R5 OI N I i ~ TO CRAWL C z DN I L I I I I l I O FD ' 1 CRS. I I I 0 13 I I I I JF ° I (2) x8 , Q L-, I Ipl I I ;HER R l I ~W I SLOPE I I I m l -6 ~ I I I _ I I I I I ~ J , w I I I JN w 3w I ~ I I NOTE, , Q~ ,x ~ t I I I FOOTING DEPTH ~ GARAGE DR. ~ ~ J I I I \ • SUMP PUMP I I ~ I I MAY VARY TO MAINTAIN I I ~ I CRS. 8 _ , „ LOC. MRY VARY I 151_.711 _ 141.811 -g" I I I REQUIRED DEPTH FOR FROSTLINE 12-7 14-2 ~ 15-7 3 I I ° I I I ~ I I 13'-5" 1'- " 14'-4" z I 14'-4/ 11 11- II 131-4f1 I II 4'-0" I I I I ~ I I DN 12" BLOCK ~ cv I I I I 1 CRS, DEMISING L ~K DN ~ DN I I I W in I ~ ~ - - - - - - - - - - - - , I - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q I - - - - - - - - - - - - - - - - - - - - - - - - - - - G L 1 CRS. 1 CRS. I ~ - - - - - - - - - - - - - - - - J ~ ~ 9 ~ - - - - - - - - - - - - - - - - - - - - L ~ ' - ~ e~ I I _ ~ F G~ r-- --------------------------i r----- p r- I-F-t-I-I+------ice ---i~~===ir-, I I f I 11711i9A N I I I ~i~ I I I I I II Ili- ==--iii ~ ~ i i NOTE BATH ROUGH-INS I I p I I 3i_3n I I I I II l i` ' it ~ i I I I I - I I I I II Ili ; ii 1 1 1 I INCLUDE PLUMBING ONLY. I I II 1 1 I ~ I I I I I I-- -1-'- I-'t-====_= III o ;i ~ I i _ ~-P PUMP I I I I I I 0[ - A l i ; ~ l ii ~ I r LOC. MAY VARY I I lrn I I I Ili , I ~ VAPOR BARRIER OVER I I,, it III I I ~ ru I I I ~ 4 GRAVEL BASE I ~ I _ _ _ _ _ _ ' I m I ~ . ; ; I I I `t77" T I I o ` I CRS, 8 I I - I I rn I I © 3" 0 DJ. ~ I I ~ I I 4" CONC. SLAB OVER I I ~ I I UMN (11. 3" 0 .'ADJ. STEE . ~ ~ 3" O,D. AD,J. STEEL 3 1/2" O.D. ADJ. STEEL I I f OLUMN (11.,ga~t~1 COLUMN (1.1 gal ON COLUMN (SCHED. 40) ON I I I 4" GRAVEL BASE I I I I ~ ' 24 x _ ~ ~2'~ f 24"x " ~2"°~POURED 32"x32"x12"' POURED 36"x36"x12" POURED 6 I I I I I / ~ FTG, I I .FTG. CONC. FTG. CONC. FTG, i i F'~~ I ~ I ~ I I 12 ~ I I 16 -4 " 10 -5 101_[11 01_411 121_011 I I [1_011 ~7 o r----- - I I J ~ -J ' l O IUI ' I "I FD I N I ° I I I' ~ Y OPTIONR T FD I ' ~ ~ W8x10x291.811 L. J , „ ~'1 ~ SLOPE L EX Z I I - ; - I I r I r I I I. I I. ..I. I I 3 I ~ ~ I _ 8x18x14'-3" LONG ~ PONY WRL BAT,u ~ GH-IN ~ . ~ I I STEEL BERM r~„,, L ~ I rT1 I I o NOTE, ~ I STEEL BEAM I . I W/ ACCESS I I FOOTING DEPTH ~ GARAGE DR. DN - TO CRAWL F I~tBRTH o ~1 I I I I I ~ju I I o I I MRY VARY TO MAiINTAIN I I 1 CRS. ~ I DN I I I ~ I I I I „6 I 0 ~ REQUIRED DEPTH FOR FROSTLINE 95 1 CRS. I I I H N I I I I i I I - r I I I I m l - - - - - - - - - - - - - - - - - - - - ~ I I I O I~ I I SUPPORT TYP, I ~ ' ' UNEXCAVATED I 12" BLOCK LUG I I I OUT ~ TOP CRS. I I ONLY FOR SLAB IOp,~ 4" CONC. SLAB OVER I I FOR PORCH SLAB 12" BLK ~ CRS 12 ~ I 0 - - - - - - - ' 11'-8" I I I I I 4" GRAVEL BASE I I I I I I I I I I F ~ 516,,, I I I I '~~J I I I r 12" BLOCK LUG I I I i I I O T I O I I (V i I - U @ TOP CRS. ~ l - I ~ I w/OPT, PORCH SLAB I I ~ I I D I l ~ I I I I ' I ~ ~ ~ ~ I I I '-a - - I I ~ I I I r - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I I I I I ~ I I I I 20'-3" ~~S 14'-7" I I o I I ` I I I I SHADED RRER UP 1/2 CRS. I I (v I I 3 1/2" CONC. SLAB OVER I I I I FOR SLAB SUPPORT. NOT 00 I I I I I I ' UNEXCAVATED VAPOR BARRIER RND I I I I REO'D IF BRICK PORCH. ~ I I p I I I I I ' I 4 CONC. SLAB OVER I ELEC. SERV. 4'~ GRAVEL BASE ~ I I I ELEC. SERV. ~ I I I ~ I I I 4 GRAVEL BASE I PANEL PANEL BASEMENT WINDOW I I I I I I I I I I LOC'N. MAY LOC'N. MAY TYP. I I I I I I I I I VARY VARY I I I I I ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ I I ~ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ~ r - - - J I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ ~ VO S - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - J 32%16 32/16 ~ ,n ~ a "J ~S 0- Q ~~_4~~ 71.411 2'-8" 9'-1111 21-qll '71.411 34'-10" 16'-2" 29'-11'1 L OO 6'-0" 86'-11" V A tL,EIECTRICAI WOR}(WILt BE E ,w..~ ' Z woaKlNG PAYS ..~~nn~~ INSTAl,LEO IN A CCORDANCE WITH rITN BEFORE YOU DIG `I~' SLEEPiP~G ROOMS EXIT REQUIRE INI THE NATIONAL ELECTRICAL CODE. M MUM ONE WINDOW - 5,7 NEB' SQ, FT. CLEAR,24" HIGH 20"WIDE CALL TALL FREE 800.362.274 FOUNDATION PLAN NOTE; 3 5 GRADE FLOOR MINIMUM 6.4 NETSQ. F1, OHIO UTILITIES PRaTECTION SERVICE RLL FOOTING DESIGNS BASED ON _J SCALE; 1/4"=1'-O" RN ASSUMED ALLOWABLE SOIL ~ W 0 BEARING PRESSURE OF 2000 PSF OUL 0 D N 4 l~ MONOXIDE RECD o CAR601~ o All HVAC WORK SHALL BE INSTALLED ~ ILL WOOD WITHIN 8° 01= GRADE ~ pip pUgUN ORDINANC ~ 0 IN ACCORDANCE WITH THE 240 RC TO BE PRESSURE TREATED FOUNDATION REINFORCEMENT ~ FOOTINGS WITH REINFORCING PER ATTACHED DETAIL SHEET 0 0 SHALL COMPLY WITH SECTION Z ' u~ 250.50 OF THE 2005 NEC. W o o c ete lintels shall ~ Con r SMO KE DETECTORS REQ D pER ~1~ C~~~a ~ o Bear min. ea. end. o SECTION R313 'ER T6"MINIMUM CLEAR CEILING HEI HT FOOTING RND COURSE HEIGHTS W ~ 4- w' BATTERY BACKUP REQ'D REQUIRED, WITH 6'$"UNDER REAMS, HAVE BEEN ADJUSTED ~ W O MASK STRAPS ~ 2004 RESIDENTIAL CODE PROTEC OF OHIO TION AGAINST RADON IIi10 DUCTS, GIRDERS, SOFFITS„ ETC,, PER NOT PERMITTED m ~ N PER DUBLIN ORDINANCE 0 DUBLIN ORDINANCE. ~ a - gry_lag.db i _ S G~ 0 G Y OPTIONAL G EXTRA f ~ IONRL EXTRA T 0 p ` ~ CLSD COURTYARD COURTYARD ~ O H !~i l ~ CEILING FAN 'L :ICING FAN M ~ N I ff ISSUE 82'-1" . ~ ~ E 01/04/ he LA M N i REVISI GGEN Unit 74 H 77'-8" AAA 33'-0" 3._4.. ._l.. ~ ~ ~ 1 14'_0" 2 0 12'_8" 0 61.211 21-211 30'-8" ~ ~ N G 2'-10" 2'-10° 10'-4 1/2" t~ 1T-5 1/2" FOYERHWRLL6 FOR 2850 2814 3& ~ 2828 2828 OVEf 2814 2814 J FRAMING DETAILS - _ _ 285[ <<, 21111 ~ _r 850 OVER ~ V~ ~ V 28so ~ A osrn, 0 m ~ I ~ I :-1 ~'p 2814 _ H ~ I ~ - 1 DING MIN. _ - _ _ I rY I ! OVER o 3 X 3 LAN w/o OPT. N ~ 1 -c~ ~ I D R ~ 4'-2" - ~ BUILT UP MASTER I C.T. 2850 ~ ,7 3/a MAX, ~~L, W - 2814 11'-3 1/4" RETREAT ~ ~ OVER m 0 0 ~ COLUMNS m W w ~ YOp 0~ TH~~• RLL ? I N m ~ 285 ti00 i E1`l ' ~ HEIGHT z ~ ~ ~ O ~ro ~ i- d' ~ E - I 2814 ~ 2$14 ~ ~ - - - ~ OPEN TREADS iv W I OVER : 2'-3/4" 6'-2° ~ _ OVER l~ I I~ F~ UI ._2x8 WALL ~ SLOPE ~ I G.T. 2850 ~ ~ 2850 (2) 2x10. BREAST o 0 \ C.T, BEAM (TYPJ ~ OC ~ Q I N ~ iv i ° ~ F w~ `(2)' 2x ~ in HALF WALL ~ ocl (3) 2X o > 8 - I ~ z , HD ~ m 42" R.F.F. 3.1~ 1 3/4° o ~I ti~ ~ o ~ , 1 ~ GARPET o of i HDR, 6 , ~ I' , 4 4 ~0 3' ~ ~ ~N~ ~n I 14 -0 1/4 ~m , ~ !NG MlN. _I io ~ _ N i N I O $0 I 1 O Q '1' t~[ " I i I T I I 4 V ~ ~ I 3._l.. 5'-9 1/2" o>T P; ~ THRESHOLD N -----6-- N N - W v ER i i 0 , N N (~D O k ~ I 1 fV I I QI i N 906$:. SLDR - Mc 2~S , : , 1 cn I I ~ ~ III 1 ` t2) 1.3/4"x ` i i m , Q ~ N , d't, ~ (V I Q II - BUILT UP I ~ I ' iv I 3 iv ¢ ~ N ~ x m JI I 1 ~ , {ol iv ` (DROPPED) I - ' \ COLUMN ~ II , --n---, I ~ C] ~ I `~J 1~ 1 m ~ I ' ~ i~ (V N ~n ~ C.T. li _ ~ _ , ' N I J 1 ' I I X 7 (0 v. '71 Q ~ ~ 1 I ~0 I l~ I I 0o N u ; Oi I~ 3 1 I I I CR , . , I I BUILT UP 6gp 2x6 WALL iv: 5'-3 1/211 n ~ I ~~Q, I I ~ I r i RPET i i -BUILT UP iv I II , 8" I ~ Qi i I I BULKHEAD ~ i : i I i COLUMNS I_ II III II i' ~~1 , I 1 I , u e'~ i t} COLUMNS \ ~ i ~ ~ ~ ~ I ~ - n J ~I X00 ~~~I~ ~ J I . , N ~ QPT. BFn~nnM , ~ ~ I H ~ 5 0 2 -1 10N w ~ m X11 I I ~ 8 -0 A.F.F. i ~ it I ~A1 D R~41 1 1 11 m ' ~ i ~ I I ' --~I--->~ _ ~S, p- "BGAA 7-7 I I , ~ m (3) 1 3/4x.: J (n - 1 C3ARAG Y~~ I , I \ 1 I I r 11 1 ° a I{~, ~ I i m N I o 9 1/2 _ LVL s. J I { ~ 1 I ~ .-a I I 9 1/2" LVL's. _ - ~-;,~~-,i--~` CARPET mo, ~ co ~ ~ o~ ~ II - 1 YPS~M p,NCE 11.1 11 I i ! 1 (BrM@ '-11 m ~ G d~A'DIN I o 1/2 ~ I 1 .1 ~ i I $ o) Bl N w/o OP I 1 13-9 1/2 i 3 cv n ~ ml T. II rC-tr PV~~ ~ ~ I I II V 1 1 MASTER I 1- ~ 11_ 11 15'-0 1/2" oo N II ~ ~ ~ ~ I ~ Y OPTIONAL EXT A ~ 11-3 1/4 I RETREA I ~ COFFERED 1 WALL T i 4 -~C~~O~DANC 11 11 FULL BATH 4'-~C~~O~pANC V+11~1~i~/~'~F pU8 It~~.~[~lt~,N~ E 2'iil" 1,_3„ ~ BEDROOM CLOSET ~ I m CEILING I SECTION IO N HEIGHT W LL ~ ~ - - - - _ - d. SECTION IC II _k : N - - = 2X8 1 - iv o ~ WALL - 2x8 cn ~ m WALL ~ J u ~ , - - - ~ fV - - :-1 rn ~ c[ C.T. ~ u ~ I ~ ~3 II (D N „ - - 1910 - - _-t_~ II ii ii ' J lV - - - - - - - J DEMISING WALL _ ~ - 5 3 1/4 i 4'-2" (2) 1" GYPSUM LINER In WALL GIRDER TRUSS TO t- ~ ~p I BEAR DIRECTLY 0 - .T' ~ N 15 - - - _ 12'-10" PANELS BETWEEN "H" HEIGHT VL STUD 7 8 3/4 3'-5" m p U - 3 4" S, m ~ - - 3 4" ' ~ - - - STUDS ~ 24" O,C. - - - _ ~ TE _ - I I (TYPE X GYP. BDJ ~ N N o I I PER DET. SHT 6 \ - i t7 I I I OISCON I J 11 i l I r• - , 11 t ~ - - - - - - - i~ s ~i I ~ _ ~ I I - iR/1S S - - ~ ~IT___CH~~N BUT FRS I I(n I I~ I I G Q I , I I I 2a6 i i ~ ~ r___J 4 11 1 „ O li la ii c~ C.T. PA~ I Iro ~ i ~°o° ~ I ~ o SLOPE S_ ~ 4 0 g -g ~ C.T. ~ N CARPET I o ? 12'-10 1/2" N r in 1 • o ~ m 15--- 21-2 5/8 I I o= NOTE, o > _ ~ - ~ WALL HEIGHT i i INDICATES NON-STANDARD ° J i ~ I ~ C.T. ~ m ~ I I HEIGHT WALLS - AS NOTED. N ~ ~ i ~ CARPET i ~ ~ ~b'-- 1 ~ ~ ~ ` o0 1 3 1/4 II , ~ I H N .-a N RLL OTHE 11 ° ° ~ ~ ~ In I 2480 ~ ~ j - ~ WALL HEI I i R WALLS ARE 10-1 1/8 HIGH x r~r~ rn ~ ~ , 6 ~ ~ 1 o T I I ~ F 'CCG ~ 1R/1S ~ ~ i FURR WALL \ i I- v ~ o _ ~ . ~ i in ti 9,~ ~ ~ I I RLL STRUCTURAL HEADERS ARE~_. - ~ ~ 0 ! I ~ ti 2x8 WAL I I t1 WN 5 1 ,2" ~ - - - - - (2) 1 3/4"x9 1/4'~ I c/ PR Ni I LVL HEADER i ~ BUILT UP L ~ ~ L IIiR.- (3) 2x6 -UNLESS NOTED OTHERWIS ~ I 2°~~ N I I 1668 I~.,-- - _ ---~~_Zµ-- ~ ~ ~ - - - - - - - - - - - - - - ~ fD PORCH POSTS ~ x m BEARING WALL ~ ~ _ _ - ~ w/OPT. 2nd FLOOR _ _ _ PER DETAILS DIMENSIONAL LUMBER FRAMING BASED o 1. 11 1. 11 ON THE FOLLOWING MI C0 ~ N CLOSET OR 3 10 2 4 ,o - g - - • SOFFIT NIMUM PROPERTIES ~ m ~ CL05ET/BATH 2-4 - SEE DETRI i I APE OF MEMBER F (si Fu(psi) (si °N° ~ SPACE STU ~ TH C'T' i I I 6'-8° 3'-10 1/2" 2'-6" 4'- ' 1/2" - - - ~ o 1 N DS 1 11 ~ 0 , IS . JOISTS 1000 145 1,600,000 PER MEDICIN 3 10 1/2 80 41.611 ~ I°i I I 8080 S.O. ~ ~ ICI 2x4 WALLS 2x8 I=I F0~ ~~0~00~• 1 ~ in w 2. BEAMS E ~ 12 2 1/2 i°C 1000 145 1,600,000 CAB. SPECS. - - 3. HEADERS g75 ~ 9014 0 ~ - g 135 1,400,000 PROVIDE (2) 2x6 1/2 WALL ~ ~ 2Q50• 11 068 SLDR 3 HALF WALL (2l 1 3/4 x ~..4" LVL HDR to 13 42 H. WALL io C.T ~ OQv - ~ iv HERDER ~ 42" A.F.F. 42 H. W/ - • LAMINATED VENEER LUMBER (LVL) BASED CT iDR o BUILT-UP I ,I N m DOJO' , ~ o~ Q COL. PER DET, lol ~ ~ 0 titi ~ ~ N 1_ 11 R. TOP 21.211 1 11 ON THE FOLLOWING MINIMUM PROPERTIES; 13 4 1/2 I_ II 7-i1 1_ ~1 Fb( 6 5 1/2 5 ii sl Fv(~sL E(~ 6'-3 1/2" - BULKHD ~ 8'-p° i i ~ ~ \ t2) 1 /4"x ii " 8080 S.O. LVL AD ' 2650 285 1,900,000 ~ - _ d~ / , ~ m - i RFF. W/(2) 2x8 _ ~ o - ALL POINT L _ I ~ ~ ~ o OADS TO BE BLOCKED SOLID ~ 1 ' ~+W m ~ _ N N J bN0 ~~o 'f`, 2x8 , w In ~ WALL ~ TO FINAL SUPPORT MEMBER OR FOUNDATION. - ~ , ~ 62 ~ ~ NON ~ (3l 2X12 1 0 RLL OPENINGS UP TO " ~ - 3 4 WIDE TO HAVE ~ W ~ R' ; , ~ • S'-0" HIGH 11' 10 1/2" z I P ~ ~ ~ , ~ . , . ~ J ~ .-a D A MINI _ o00 M 1-2x6, STUD GRADE SPF, JACK m STUDS UNLESS NOTED OTHERWISE. ° I x.0[0 WALL W/ ~ ~ v J (V ~ (D (V W U7 ~ W u°> ~ WD. CAP '-2° o J ~ io t~¢ ~ ~ NON ALL OPENINGS GREATER THAN 3'-4" x m WIDE TO C RPET ° to - HAVE 2-2x6, STUD GRADE, SPF c00o ~ N ~ m ~ UNLESS NOTE JACK STUDS o , ~ 1 1 _ D OTHERWISE. I m I_OII 31-OII N f l.. T. I_ 11 - - CARPET ~ CARPET 3 ~ m ~ 13 1 ~W~ o ~ ~ 41/2" 0>0 _I ~~o ~ N,QIGf~T~S, (3) JA~K~ STUDS TYPICAL"', ~ _ mom_ Coco w In - ~ ~ _ _ - _ o ~>o~o UN E~~_ NOTED (~2;:" SP~~~ _ _ iv JAMB m N I pN NON ~ - 'm I # -INDICATES QUANTITY - OF NON STD. STUDS (~2 SPFl I (D ~ U 41/2" ' - - 3050 3050 a~ LOW WALLS e SHOWER PLANT 2828 -r _ JAMB N 0~~~ ~ # -INDICATES QUANTITY OF RIPPED LVL STUDS 1_ ~1 2828 1 3/4 WIDE BY WALL THICKNES ( HGT. C~ 7 6 w/ SHELF S 2650Fb-1.9E1 TRANSOMS HDR ~ 9'-2" 2814 2814 2~_p~~ - ~ _ 8 10 9'-10 1/ " 1_ ~1 C 5 OVER OVER 2860 2 26 2850 2850 4'-4" a (V - 35'-0" 5'-3" ~ 14'-3" 10'-g" ~-1~~ n 16'-0" 30'-0" A ~I T-3 1/211 81'-011 6'-21/2" A FIRST FL00~ PLAN Y OPTIONAL EXTRA m Y OPTIO Y OPTIONAL EXTRA ~ I SCALE; 1/4"=1'-0" 4 CLSD COURTYARD CEIL CEIL o ING FRN the L~ CEILING FRN ~ LJ ~N Unlt 73 N . , 0 0 ~ ~ ill " r , i , i , o m /4 ~ ° m I II i , co ~ 4 -2 1/2 0 o ~ ~;;I. ' ~ ~ ~ i i , i , O a-. N C i i ~ p (D SQ. I T ITT #7~ ~ # o WIDTH ~ .J ~.'Iir~. n.CC~.I : . .......................1 . O U OD O . ~ - ~ m • PER PLAN W FIRST FLOOR - 1704 SOFT. 0 N SECOND FLOOR - 888 SOFT, FIRST FLOOR - 1211 SOFT. ~ , O O TOTAL = 2592 SQ,FT, SECOND FLOOR - 1130 50.FT. ~ ~ 0 TOTAL = 2341 SOFT. ~ , 404•D .s7 BONUS RM. RDD - 141 SOFT. BONUS RM. RDD - 310 SOFT, ' 2-CAR GARAGE = 412 SOFT, 2-CAR GARAGE = 458 SOFT. 0 a DRYWALL RICH ~ f1F'TQTI rTYQ~ ~ ~ LJ L_ I I I L L. l 1 1 1 11 W O SCRLE 1/2"=1'-0" W i =m _ _ ,S - ce~ ~iG rA~ ~~V DPI ~Z~D ~ ~ .l o? ~ g R C 81'-0'1 'the LA _ ° GLEN M N Unit p m ISSUE D 77'-811 8'-411 ~ ~ E 01/04/Of 24'-8" 14'_0" 9'-4'1 3 4 M N H REVISIO! 15'-4" 7 -p 71.011 II 30'_811 Q A 9'-2 1, 31.011 11'-5" 16'-11" ~ ~ N _ _ _ - - - - - - - FRON? ACCESS 1'0 Y~ I IAtP00L MOTDR AND ~w FROM BELOW ~ ~ ° ilk i PUMP AEQUIRED~NE( p i ~ I - - - - - - - i S WW SEE DETAILS ON SHEET 6 ~ Ua I S'-1 1/8" ~ I ~ ~ WALL HEIGHT ~ + 2450 3050, FOR FOYER WALL FRAMING ~ A ~6~27/ll I in ~ rn i i i _ o SLOPE ~ FLAT ~ ' o - ~ N I N I I i d- , I, i O I - ~ N 17 i iv ~ ~Q I 22"x30" ATTIC ~ , ~ ~ u, o = ~ 00 ~ ~ I I ~ W \ ~ I ACCESS _ ~ i ~ ~ m ro o , m , ~ QUIRED I m ~ 1 C.T. r~ ~ m ~ I SAF~'r I m ~ RE~UIRED 8 -3 1/2 9'-0 1/2" ~ ~ ~ ~ ~ GIRDER TRUSS w/o - CF CARPET - ~ I 4 3 in - 0 3 „ OPT, MASTER RETREAT o I I ~o ~ BEARING WALL ~/OPT. 1 3050 3 050 3050 In I _0 0 H MASTER RETREAT - 1 ~ ~ I ~ ° a ° ae~><ae° 41/2" 11'-I o _ w in sfiowER „ 4 1/2 11'-0 1/2" ~ ° 36" H. 1/2 WALL ~ I 4'-2 1/4' W/ WOOD CAP• N I 3 -4 JAMB JAMB 7'-5" o m ~ m Y OPTIONAL EXTRA 71"511 3'-712" _ I N SEAT H MASTER RETREAT ' ~ ~L,~~S Rif` ~ 3 ~ CARPET ~ CEI I PR 2068 LING FAN ~ 10 -1 i I = PR 2668 19 -0 PR 2668 I cv 71.011 ~ - - o CARPET CE m i - ~ 7'- " 2668 ILING FRN ,I „ I I ¢ 0 I 4 2 _ r 1R/1S- - - - - 2.711 ~ - , N N 22"x30" AT ~ ~ ALL & BASE , , TIC ~ , CABINET W/ 07 ACCESS ~ + ~ A68 I + ~ ~ COUNTERTOP I 9 9 1/2 ~ (21, 2 7 5 1/2" I _ + x8 _ - o I ~ + ~ ~ HDR. oo iv 7'-51/2" s ~~G~ I I I ~ I ~ ' c~ ~ / z Zh`~$ , I I WALL HEIGHT SLOPE ; FLAT , ' ~ ~1~ I~ Y OPTIONAL XTRA o i,..~ I (V q l + ~ I 2668 ~ ~ ~ I ~ ao _ I DQQR IF I ~ ~ _ 6 `lQi I r-, I d' H I J LAUNDRY T o ~ WALL SLOPES ~ I OPT. R~ REAT i ~ I ~ I l ~ _ 2'-0" i I ~ I I ~ CT. ~ i N ~ CARPET 3 I ~ ¢ I TO UNDERSIDE ~ + i CARP CEILING FRN o OF RR TER ET i ~ i I ii I - L 3 . 51-pll II II ~ ~ I- I I + J ~ N , L _ ' UICE BRR 5'-5 1/2" 5'-5 1/2" - ~a ~ 11` T~ s - z I~ _ _ _ _ o- - - lf~ ~ I ~ ~ ~ U? p I I H + - _ _ ~ - N N ~1~,~um Ru~Z 3~'_ , I _ ~I I r N ~I - + I ~ ~ -r-r-,- I ~ - - - - nl O I I I ~ ~ - 1R/1S -1- LJ_1 - E E £ - ~ OPT./EXTRA Y o I I - I ~ ~ ~ N 17 ~ PTIONAL EXTRfR I + ~ 7 2 1/2 10'_2" ' I N 17 JI - - - - - I ~ ~I ~ ~ I I I I I CLOSET I I r ~ 5'-7' p - J I (V ~ ¢I I I I I - I, SCALE; 1/4"=1'-0" I ~ ~ ~ _ ~ _ r in 3 I I CLOSET/BATH II - I - U co I + II CARPET m, m~ PR 2668 I I I j~~ o; ' ' - 1 ~ p DEMISING WALL + + 1 ~I A,, ~ 2'-10' i o~DCO °oo _ (P2) 1 GYPSUM LINEAR rr ff'' + ~ I I I I V N I I + ~ 1 I1~~ ° o ANELS BETWEEN "H" ~4 J - o ~ I In ~ STUDS ~ 24" O.C. + II ~ I V `3. I ~ ~ i 3611 I I © H. 1/2 RLL- ~ I ° o (TYPE X GYP. BOARD) H. 1/2 RLL N ~ ~ PER DET. SHEET 6 I ~ ~ - W/ WOOD C P I I 1 ~ ~ ~I ~ i ~JOOD C ~ P 2A I ~ CARPET H I I ~ , ~ 12'-61/2" ~ , I I~--------------------------!---- - 13-211 ~ 68 2-1 ~ - 14'-211 13- I ~ 2668 _ 3'-7° 41.4~~ , g1/,> 16'-61/2" ° I ' ~ I ~ CARPET 6$ N~~~ ~ ~ 8'-10" I L Vr ~2~ 3 I P~ I CARP I CARP - I I lAd + 4 1/ " I 2 3'-1 1/2" _ _ 1~/1S ~ ~ FURR-DOWN i iv I JAMB I _ - - - - I DORMER CEILING I _ ~ io m 5 SH - I ~'R - - - -N - - - - I TO 8'-1 1/811 I - , 2B68 I R,F.F. ' ~ ~ N ~ 3050 I + 3050 2850 + 2850 I I~ 1. r- I I in c°v I I I I I I 1011 I I ~ i O U II I I 91.011 '-8 1/2" I I I 4~-0 81-6 I I + I I ~ 131-411 I ~ I I 10'-111 I I N '+e~! I J I ~ I ~ I 261.111 I I I i d- I OD I I I I I F I I URR I N I fV in D I ~I I ~ ~ D FURR CEILING / i i ~ i 3 I ~ ~ i I + TO UI TO OFEATTDIC I ~ I I I i + ( - i I I I i I I TRUSSES I I I ° I i CARPET I I iv I I r I I I I I ' I I I I (V I I NOTE: I ~ I I ~ SLOPE_i FLAT I ~ I \ I I ® -INDICATES NON-STANDARD I I I HEIGHT WALLS - RS NOTED. + I I I I I FLAT I SL PE I I I I I I I I i ~ I _ LL OTHER WALLS RRE 9'-1 1/8" HIGH - - - - - - - - - J I I I I I ~ RLL STRUCTURAL HEADERS I I I (2 - ARE....- - 2x6; , ..UNLESS .NOTED OTHERWISE;. TWIN 3050 ' I _ . DIMENSIONAL LUMBER FRAMING BASED ON THE FOLLOWING MINIMUM PROPERTIES, _ -r-r 7'-0" 8'-1 1/8" WALL HEIGHT FRONT DORMER WALL 4 M MB R ~ I I I I Q ( v( i( i I ° I 14'- 11 -011 0 DORMER SIDE WALLS 1. JOISTS 10 0 145 1,600,00 5-0 i 7'_311 I I ~ I ~ 7'-2" BUILT ON TOP 2. BEAMS O + i l i a 1000 145 1,600,000 ' ~ I I i 3. HEADERS 875 135 1,400,00 I I OF TRUSSES 0 I IIII D LAMINATED VENEER LUMBER (LVU BASED + ' D ON THE FOLLOWING MINIMUM P I I m ROPERTIES: ~ I CARPET i ~ DELETE CLOS, Fb( sl Fv(~sI) E(~Sil m I I 01 THIS AREA IF 2650 285 1,900,000 o CT. I I OPTIONAL BATH "the L • A~GGE N Un1 t 73 o ALL POINT LOADS TO BE BLOCKED SOLID 2468 o TO FINAL SUPPORT MEMBER OR FOUNDATION. C~ N ~ O~+ o ALL OPENIN , ~ + o GS UP TO 3 4 WIDE TO HAVE sr b iii N R MINIMUM 1-2x4, STUD GRRDE SPF, JACK CARPET ~ , STUDS UNLESS NOTED OTHERWISE, y„ N oi+ • ~ ` o++ ~ m o° N RLL OPENINGS GREATER THAN 3'-4" WIDE TO ~ HAVE 2-2x4, STUD GRRDE, SPF JACK STUDS SECOND FLOOR PLAN °o UNLESS NOTED OTHERWISE. SCALE 1/4"=1'-0" N n 12 6 1/2 W N !e F z zNp.I6~T~S ()~JA K~ 0 6.., , G ~~l~ps TYPICA4;3, o UNLES~.,NQJEp SPF~~.' i~ O N O # -INDICATES QUANTITY OF NON- STD. STUDS (~2 SPF) o w -INDICATES QUANTITY OF R a # 1 3/4" WI IPPED LVL STUDS SCRLf; 1/4"= " DE BY WALL THICKNESS (2650Fb-1.9E1 1 ~ co 1 LU Lli 12 12 8 S R B M 1 Z F E F DORMER Q BEYOND SEE DETAILS PONY WA G 1 LL ON DETAILS SHEET ~ I-JOIS o TS PER PLAN ~ - - - I-JOISTS PER PLAN 0 i'-6" 0 DRWRLL WARP bo COLUMN RBV. I 4 ~ 4 V 0 00 5'-10 1/4" ,I o 00 ~ I - ~ ~ II ~ 4 I pnnM ao ~ I-JOISTS PER PLAN I I o • • SEE FLOOR FRAMING PLAN ' SEE FLOOR FRAMINJG PLAN J T~~ SC ~ II- , ALE. 1/4 -1-0 ~ t 73 SCR ~ I~- I II LE. 1/4 -1- 0 ~~_p~~ sEC Tro N B1 SCALE; 1/4"-1'-p~' R1 R2 III II R3 A4 II III II II II II ll li III III II II II II II 11 II II II ' SEE ROOF u R FARM II II III Il II II II II I~ II 11 II I~ II ING PLAN II I! N III II II II II II II II 11 I II p II II II II !I 11 II II II II II III r R5 II II II II II II III p II it II II II 11 11 II 1 q II II II II II II II! II II II II p II 11 II II I-JOIST RAFTERS II II II II II III II II II it II II ~I PER FRAMING P II w/OPT, LAN h II II III II ~I II II Il III II Il MASTER RETREAT II POST DOWN TO BEAR II II III If II II ~I II II II II II ING WRL ' ' H II II II II II II II I L ~ I II IIII II II II II II „ I I .i'-- III II II II II 11 I III p II II II II II II FACE OF WAL L w/OPT, ' - MASTER RETREAT )PT, --~I;--~I---~---~---~---~- , I GIRDER ' . " TRUSS w/o OPT. M h(' ASTER F ~ ~ ~ RETREAT, SEE ' ~ ~ I ROOF FRAMING PLAN aN ~ I-JOI ~ ~ OPT./EXTRA STS PER PLAN ~ q~~~ o ~ w/OPT, CLOSET! I BATHROOM PRD OU ~aJ.O. ~ ~ ,I T INSIDE } _ FACE 0 I ~ __~___~=_=~=-'v==~=~ w/MAS ~ ~ F TRUSS I ~ TER , , 1/2 FLOOR FRAMING BEYOND ° # SEE FLOOR FRAMING PLAN ~ ' ' RETRE Y _ ~ ' - - r., - ~ ~ - - - - - - - - I- JOISTS PER PLAN • ~ LVL B ~ o ~=='v==g=--= r+ ' ~ PER PLAN ° H ERM _ w PER PLAN TRUSS HANGER - ' v~ = o0 I-JOISTS PER PLAN 6 ~ ~ ~ STEEL ~ BEAM FL00 JOISTS FASTENED m ¢ y w/OPT. MASTER R JOISTS FAS~ 3 RETREAT TO GIRDER TRUSS .'DER TRUSS 13 RISERS o ° WITH w SEE FLOOR PLA HANGERS PER 1ANGERS PER 12 TREADS 3'-1 1/ ' ~ N FRAMING P ¢ LRN IG PLAN bo ~ ~ m ~ DRIV ~ EWRY 9~~ 7 3/4" TO FIN. FL H o I -JDI TS ER LRN 0" a~ I-JOISTS PER PLAN • 7 3/4" ~r~roi ER PLAN ==a=y=========a=== - n1 ill t, / J ~UHLE: 1/4"=11_0 1 - - - ` I-JOISTS PER PLF1N SEE FLOOR u R " USG (OR EOUAL) STEEL "C"-RUNNER CAP OVER GYP. BD. RLTERNRTESSIDESD W/ 3jg DSCREWS O SRW CUT M JOINT AT ~ SEPARATION ~ WALL, M ROOF MATERIAL ON 15" FELT Q OVER SHEATHING RS SPEC'D. W 1/2" FIRE RETF 2" FIRE RETARDANT TREATED PLYWOOD 4'-0 'LYWOOD 4'-0" TO EACH SIDE ~ OF FIRE SE OF FIRE SEPARATION WALL 7 3 4M AX, RI S~ H~ LVL PE 1O°~ MI R PLAN I~I. R(.D 4 H~ (TYP) PER I 1 C 1Y OF' D [JBI, , I1~1 L BEAM 1 1 ~ P R PLAN 1 ~ i , i ~ S~ ,1 , ~ ~P 10 1/4 ~P 13 RISERS w ~ ~P 12 T READS ' NANnRAif.S AND GUARDS DETAIL 4 ~ . ~ t0 ME 17 R Et SECTIONS ISERS; SCALE; 1 1/2"=1'-0" i6 rREAOS ~ ~ R3i 1 ANQ 8312 = m 2004 RESiDENtdAI, CODE OF OIHfO 00 ~ \ 7 3/4" 1° AIR SPRC (3/4" MIN EACH SIDE o , 011 1" (OR 3/4" AS RE ' FIR 0 D,) ~ ~ E BLOCKING INSUL. AS REO'D,) A NG INSUL. PRE-ENGINEERED a ~ LVL , ti~ N ERM • ROOF TRUSSES -REFER ~ ~P 3.411 ~ PER LAN '~,,7 3/4" LANDm i ~a TO ROOF FRAMING PLAN 'r1 ro m UPPER ' , ~ R-30 BLOWN-IN ' ~ 9 ~ ~ ' INSULATION C OD 2nd FLOOR CEILING II II \ I JOISTS ~ 12 RISERS; SEE FRAMING o ° 1_ „ LVL BEAM 1, 14 11 3/4 BACK-TO-BACK 2 l 117READS. PLAN ' N PER TO-BACK 2" USG (OR PLAN EQUAL) STEEL "C"-R STEEL "C"-RUNNERS 1" RIR SPACE (3/4" MIN,) 3'-3" ~ 10 FT. VERT 10 FT, VERTICALLY EACH SIDE 3 SCRE STEEL BERM 1 W ATTACI LDWER D" (V SEE FO (2)-3/$ UNDRTION PLAN ~ N SCREWS ~ , CREW ATTACHED W/ ' SCREWS ~ 24" O.C. LANDING ~ \ ~ n ~ On ~ 15 RISERS n ROVfDE UfJ STEEL BERM e ~ 1ir~ DETAIL 3 DERSTAIR PROTE ~TlO! SEE FOUNDA ER SECTION R311,2. TION PLAN ~ SCALE; 1 1/2"=1'-0" 2 m „ N O04 RESfDEN71 ' N~ 3 s Af. CODE Of= Of~dO \ .063 ALUM. ANGI 3 ALUM, ANGLE CLIP SCREW- ATTACHE REW-ATTACHED BOTH SIDES OF " " 31_ „ HST 8 SECURED TO F .S OF "H" STUD AND 2x4 STUD WALL ~ lf6" O.C, ECURED TO FARMING W/ R-13 BRTT INSULATION CAULK W/ 1/4 ACOUSTICAL SE HULK W/ 1/4" BEAD ~ 1/2" GYP. BOARD (FINISH (AS REO'C :OUSTICRL SEALANT 3/4" T&G PLYWOODI SUBFLOOR (AS REO'D,) TYP. OVER FLOOR SYSTEM -REFER 0 TO FLOOR FRAMING PLAN SCALE; 1/4"=1'-0" io'-s" ~ E 2'-3" _ 51.011 _ ~ 31.311 14'-10 1/16" (2) 1" GYPSUM LINER ~ PANELS BETWEEN "H" 2nd F OOR DECK 5TUDSi ~ 24" O.C, (TYPE X GYP, BD.) 10 1/4" ONT. FIREBLOCKING ~ 2x6 ST UDS INSUL. ART EACH 2 2'-4 1/2" ' HERDER PER R.O. FLOOR ILEVEL PLAN (TYP) R.O. BACK- - 11 TO BACK 2 I •TO-BACK 2" USG (QR EQUAU STEEL " CR STEEL "C"-RUNNERS L~IOFT.V ERl !10 FT, VERTICALLY SCREW RTT ACI 2l 3/8 SCREWS ~ , iCREW ATTACHED W/ 'C ' SCREWS ~ 24" O,C, (3) 2x6 K ING STUDS DETAIL Z SCALE, 1 1/2"=1'-0" 0 (1) 2x6 iv KING 1~" 1.. STUD ~ \ 1 AIR SPACE (3/4" MI ACE (3/4" MIN.) 1/2" 2° 1/2" 2x4 STUD WALL ~ 16" O.C. 0 0 W/ R-13 BRTT INSULATION d 1/2" GYP, BOARD FINISH b ' O N O 00 ~ N \ 00 ~ (2l 1" GYPSUM LINER PANELS ' N i BETWEEN "H" STUDS ~ 24" O.C. N (TYPE X GYP. BDJ , 2x4 PRESERVATIVE TREATED 2'-0 1/ 11 PLATE W/ GRLV, ANCIHOR STRAPS C~ 48" O,C, (MIAX,) 2 R.O. 12" FROM END (MAX.I 1st FLOOR DECK fV \ 2u USG (OR EOURL) STE C -RUNNER RNCH o ORED ' EQUAL) STEEL ~ 2 ANCHORED TO FDN, W/ POWDER DRIU 00 'OWDER DRIVEN , ` FASTENERS Lm 24° C JERS ~ 24" O.C. i ifl i i i 4'_411 i 12" CON O C. BLOCK WALL CK WALL - - - O ON 24"x8" P OURED ~-I CONC. FOOTING 'POURED . ~ ~ FOOTING ` 1 fV N ~ FLOOR .JOISTS RND RIM BOARD 2-HOU~ PARTYWRLL- ~ ~ n .11 SRDDER'OPANEL LIEU OF' U.L, DESIGN .U36 SCRL ; 11- 11 E 3/8 -1 0 EE FLOOR FRAMING PLAN 6. ' 12 SECTION R 4 nrni - - Q Ic l~l-1 I `-i I I) v 00, SCALE; 112"=1'-0" _ - ii i LINE OF UPPER 3'-10 1/2" ~p u STAIR LANDING ~ 4'-3" OO\0 y 2x8 JOISTS ISSUE DATE: RT 16" O.C. ~ ~ ~ E 01/04/06 2x8's ~ M N = REVISIONS; ~ ~ / 16" O.C. ~ ~ H 7" HIGH m' ~ ~ A ~ i / PONY WALL i ~ ~ - w/P.T, SILL m PLATE ~ ~ o DBL. 61'-8 1/z" UNIT 2 BASEMENT IRST FLOOR H STRIR LANDING N 1z'-~ 1/z" 14'-i" is'-s 1 15'-9 1/2" 10'-5 1/2" 4'-4" 3'-4" '-1" LOWER STAIR ~ ~ .M. ~ ~ SCRLE, 1/4 -1-0 RIM BORRD RIM RIM ~ Q 06/27/06 BOARD BOARD SCALE; 1/4"=1'-0" ~ ~ 2x8's RT ~ ~ 16" O.C. RIPPED W U O (TYP) ~ IUT312 TO SET ON ~ (D m (TYPJ LOWER 3101/2 (2l 1 3/4"x11 7/8"' LVL IUT9 LANDING_____ _ °J~~ ~ N (1l 1 3/4" ~ 1'~ V (ll 1 3/4 x11 7/8 LVh ; ~ ~ - - ~ ~ o W m ' RIM ~ ' (i)` 1 3/4"x11 7/8" I,VL ~ BOARD 11 1/2" ~ Q fV . ~ FIRST FLOOR m I o - UPPER STAIR ~ m cNV 11 7/8" I-JOIST i/8° I-JOISTS i N LANDING -UNIT 2 O SCALE; 1/4"=1'-0" DOUIBLE-JOIST THESE LOCATIONS ~ ~ ~ fV ~ (V N 16 9 2" ~ iv 13'-8 1/z" N Q ~ FFF111 H o ~ ~ ~ ~ 00 o 2x10 JOISTS m N m (z) 1 3/4"x11 7/8" LVL H ~ 16" O.C. r n 8' 1 IU 12 ~ ~ ~ ~ (T l J ~ ~ 3'-5 3/4" V 1 OFFSET JOISTS ~ ~ > U IT 1 BSMT. ~ FOR PLUMBING ~ ~ ' ~ ~ ~ - ~ UPPER STAIR 00 S EF N TI LO i LANDING -UNIT 1 ~ ~ o ~ x I X ~ m ~ S4 SCALE 1/4"=1'-0" ~ H G RIM m BORRD cv P~P~~ r"""1 N (V III F,, fV _ i i i H NJ i i i 7" HIGH m '-4 1._6.. '0p°?, m ~ ~ ~ ~ PONY WALL 00 N N o ~ ~ w/P.T. SILLO PLATE in ; ~ ~ 6'-5 1/z" IS C NT EV DBL. „ , ER FO DR ION 1'-6" OFFSET JOISTS -2 1-6 FOR PLUMBING f~' 2x8 JOISTS RIM UNIT #1 BSMT ~ 16" o.c. Q 0 m 1'_8.. 12" ._4.. BOARD RI LOWER STAIR , of RD ~;-5 3/ ' ~ LANDING -UNIT i o ' fV SCALE: 1/4"=1'-0" ~ ~ (U O i 00 FRAMING PLAN NOTES: 1. FLOOR FRAMING DESIGN BASED ON RIM ~ LPI 20PLUS (1.5E) I-JOISTS BY a 1/2" THEN 16" O,C. LOUISIANA PACIFIC. UNLESS NOTED. BOARD, 2. RLL HANGERS BY SIMPSON STRONG-TIE 15-1/2" TYP. UNLESS NOTED (ATTACHMENTS TO 8E PER MANUFACTURER'S SPECIFICRTIONSI ~J 34'-11" 16'-1" 3. I-JOIST ENDS TO HAVE 1 1/8" OSB 29'-1,1" '-1" RIM BOARD. ~ 4. DESIGN LIVE LORD: 40 PSF 82~_~~~ DESIGN DEAD LOAD: 15 PSF 5. PARALLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL. n ~ 6. FLOOR FRAMING SHOWN HELD IN 1/2" ~v~)J FROM PERIMETER -SEE START POINT DETAIL THIS SHEET. SEALED TRUSS DRAWINGS WITH ENGINEERINGtE} BE 0~-SITE PRIOR TO INSPECTION. tE} 7. LAMINATED VENEER LUMBER (LVL) BASED N 0 T E. ~ ON THE FOLLOWING MINIMUM PROPERTIES; SEE SHEET S-1 FOR F2650) F285SI 1900,000 I-JOIST DETRIL~S 8. RLL POINT LORDS FROM ABOVE TO BE SUPPORTED W/ BLOCKING SAME WIDTH _J AS CALLED OUT ON FLOOR PLAN. W ~ ~ Z O ~ ~ ~ I R S T F L 0 0~ ,JOIST L A Y O U T RLL BASEMENT WINDOWS REQUIRE rl (1) 1 3/4"x JOIST DEPTH LVL HEADER ~ SCALE; 1/4"=1'-O" W/3" BAG. EA. END ~ 0 0 I- N Q W. W~ 0 Q I~ (n " gry_lag.db i MQ M~ H ~`I w N ISSUE DATE; 80'-11" ~ ~ E 01/04/06 M N = REVISIONSt 17'-7 1/2" 63'-3 1/2" i , Q Q ~ 8'-4" 9'-31/2" 15'-31/2" 14'-1" 16'-11/4" 16'-1 1/4" 1T-9 3/4" ~ ~ ~ -------------------------,I---------------------------- 0 15'-9 1/2" 15'-9 1/2" ~ ~ O ~ ~ V 3&74 H ' LADDER PANEL (1) 1 3/4"x9 1/2" LVL' ~ ~ w/OPT, MASTER LADDER PANEL ' RETREAT LADDER PANEL PANEL ~ ~ A 06/27/06 H ~ II ---,ii~~ i i i ~ 'I ~ I--- i ~ i I i II W ~ II ' l l -i L17i I~===-----__---__-_ ~ ~ i a ~ ~ II - I I I N' I I ~ i II 00 ~ I----------------- I II II ~ CANTILEVER JOISTS • ',,1_,3/4x9..1/2'. LVL 1 OVER BRG WALL I~---- i r----- I RIM BOARD o TYP. r_ II THEN 16" O.C. 16" ' II r u I I ; i II 9 1/2 I-JOISTS ~ ~ u~ i IF---------------- i i II I , ~ i i i ~i ~ i HERDER ~ IL---------------- - - - - - - - - - - - - ,r---------------- I N i II i ~ SEE FLOOR 4 N ~ ei It=====___________ I i i ~ i II I I I i cn i i II I ~ ' N ~ ' IF=====__- ~ ~ ~ "I m S1 N i II I I I F- i N ~ I ' II I ~ N O I~---------------- ' H Ir---------------- I ~ o I L _ - _ J ~ II II , fV \ H r----------- I ~t====_____ I i II ~ it 9 1/2 I-JOISTS ~ iv ~ 9 1/2" 9 1/2" I-JOISTS I , ITT39.5 (TYPI N 1~_________ II I I i ~ ~ ~ u , ii p U ~ O ~ r i, ~ '~---J`"'-~~ - I I IUT310. TYP. w/o MASTER RETRER 1 3/4 x9 1/ LVL- II III I.. , _ ~ I (D I----------------- I ~r u I I ~ Z STEE BERM I~-=--___________-= I ~ ' BEL W PER 1Y ' W II II LADDER PANEL FLO R PLAN I Il~o 11 = ~ ~ ~ ~I I I ~ i III------- I S1 F (V _ _ ~ ---IfT'T='T1==rt.-fr T1 fT-Z1==fi.-fT--_ III II II II II II II II II II -i d' N F~Jd Y OPTIONAL EXTRA LADDER PANEL III II II II II II II II II PONY WALL I ~ f I W/OPT. MASTER III I I I I i t I I I I I I I I I I III II II it II II II II II I MASTER RETREAT RETREAT o f I I I I I I I I I I I I I I I (2) 1 3/4 x in CLOSET/ CLOSET-BATH III II II II II II II II 9 1/2" LVL's of u u n u II II II III II II I II II II II II III II II II II II II II II I - , o I I II W V 1 ~F III II II II I II II II II II GIRDER TRUSS m III II II II II II II II II II J TT .5 I II Z _ r , w/o OPT. MASTER III II II II II II II II II II J ( P) I I I I1~1, I II ~ ~ ~ u RETREAT, SEE m III I I I I I I I I I I I I I I I I i t I I I ~ ~ 1-1 I I I ROOF FRAMING PLAN N N u l I I I I I I I I I I I I I I I I I I iv I 5.1 9 III II II II II II II II II II ~ M I"~ ~ F~ III II II II II II II II II it ~ R7 III II II II II II II II II II rn I I ~ in III II II II II II II II II II x ~ III II II II II II LIWS41~, II ~ III II II II II II II TAP II II ~ m L0 III II II II II II II II~ II II ~ 1 III II II II II II II II II (n - - - III II II II II II II II II 1ILI ~ I r _ _ - - - _ L _ LL _ ~lL _ 1J~ ~ L! _ _lL ~ 1J_ _ V = IIDOII?dl~~ 0 _ ~ II H I I I '~t I N _ 3/4.. I I ~ 1 x91/2 IUT310 iv I LVL w/OPT. CLOSET ~ U 0 U 0 ~ I - ~ (TYP) I (T ) N ~ I I (T l I N cv ~ I ~ m II _ _ _ GIRDER _ E_______________________________ ~ I I ~ ~ 1'-6" 16" THEN 16" O.C. =1 i ~IRD~ER TRUSS ====rt LVL TO BEAR ON €=1 __--_=====rt_______________ GIRDER TRUSS "Gl" I (2l 2x11 (2l 2x10 (2) 2x10 I w/LUS410 HANGER I I LUS28 I I TYP. I x ~ of ~ a ~ LUS28-2 LUS28-2 I ~ ~ I TYP. I TYP. I I GIRDER TRL GIRDER TRUSS 9 -2 1/2 112'-2 1/2" ~ ~ I . i 16„ ~ _ / OUTSIDE FACE ~ I F_________________________7 _ ~ OF BLOCK ~ I I FLOOR THIS RRER I I FORMED BY TRUSSES I i/2' 15 1/2" THEN 16" O.C, ==1 I I L _ I I to ~_________________________T ~ OUTSIDE FACE I I I 1/2" OSB RIM BOARD ~ I I OF SHEATHING I I I I I ~ ~ I I JOIST LAYOUT I ~ I START POINT - - - - - - I I BEARING WALL I 7'-9 1/2" 10'-2" 8'-2" 8'-2" 13'-11" 8'-10" a I BELOW I 12'-10" 48'-10 1/2" I FLOOR I 48 10 1/2 2x4 LADDER PANEL JOISTS I I I 61'-8 1/2" I 's<° I FRAMING PLAN NOTES a a 1. FLOOR FRAMING DESIGN BASED ON ~ I 1/2" OSB I I I C TO I f7115S DRAWINGS WITH ENGINEERIN CO~1D FL00~ JOIST LAYOUT LPI 20PLUS (1.5E1 I-JOISTS BY LOUISIANA PACIFIC, UNLESS NOTED. H I SEALED T ~ BE.QN-SITE PRIOR TO INSPECTION. SCALE 1/4 -1 E. 1/4"=1~-0" 2 UNLESS NOTEDBRTTACHMENTSR~O BEIPER ~ Q~ y ~ MANUFACTURER'S SPECIFICATIONS) ~ ' 3. I-JOIST ENDS TO HAVE 1 1/8" OSB ~ ~ NTS / ~ ~ ~ ~ ~ CONT. DBL. 2x4 NOTE RIM BOARD. 4, DESIGN LIVE LORD; 40 PSF N Ll.. z SEE SHEET S-1 FC)R ~ DESIGN DEAD LORD: 15 PSF 0 I-JOIST DETAILS 5 HAVE LADDER PRNEL.T CONDITION TO ~ O 2x416"O.C. 6. FLOOR FRAMING SHOWN HELD IN 1/2" _J FROM PERIMETER -SEE START POINT O Q N DETAIL THIS SHEET. ~ O Ur ~ W N ~-CONT. 2x4 7. LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES; ~ ? H F ( Fv(PSII -F.P~~Z-- ~ 2650 285 1,900.000 H ? 8, RLL POINT LORDS FROM ABOVE TO BE j N ~ N °o NTS SUPPORTED W/ BLOCKING SAME WIDTH ~ RS CALLED OUT ON FLOOR PLAN. ~ N W WN 0 Q gry_lag.db I G O O H M ~ ~ ISSUE DATE; O ~ ~ 01/04/06 ' M N x REVISIONS + ~ Q Q ~ c~ / Q \ r~ o 3&74 2x10 • 2x10 RAFTER DETAI LY ~ ~ nlt ~ ~ w w G, I (SIMIL (SIMILAR TO ~j~ ~.J LAGG S5 DESIGN BASED ON ~ 24" 1, ROOF TRU DOF TRUSSE5 4 O.C. w/LEG DOWN the ~ 06/27/06 ~2 - NUFACTURED R RLAY COLLf PRE MA 2x6 RAFTER OVE COLLAR TIES PER DETAIL ~ p BY OTHERS. ON STRONG-TIE ~ 24" o.c, w/ 2x8 8" O.H, ~ HANGERS BY SIMPS PER GE BOARO 2. ALL (ATTACHMENTS TO BE RID UNLESS NOTED ATIONS) _ _ 1 FACTURER 5 SPECIFIC MANU ESIGN BASED ON LPI 3. I-JOIST RAFTER D 15IRNA .5E) I-JOI5TS BY LOU I + ~ ~ 20PLUS (1 ED. 8 O.N. _ PACIFIC. UNLESS NOT I o I + + IGN LOADS ~ I = I 4. DES TEAS: N I ao o I i~ + + - + R. I-JOIST RAF t - - + + + i + 15 P5F DEAD LORD I I I 25 PSF LIVE LOAD , C m t + i - 5 I B. ROOF TRUSSES OAD - o I , o ORD LIVE L I N 20 PSF TOP CH D + + m-==~°0° TOP CHORD DEAD LOA I ~ I I 10 PSF LIVE LOAD t HORD N I I 10 PSF BOTTOM C AD i ~ + TTOM CHORD DEAD LO Z I t 5 PSF BO I + + DOWNS E i = I 8" O.H. 5. HOLD SES AND RAFTERS AR I , - _ + + d R. ALL ROOF TAUS E TOP o ~ _ - - - - - - - - - CTED TO DOUBL _ _ _ _ _ - + 12 3/4" O.H. TO BE CONNE H2.5A I ~ TE WITH A MIN. OF (1) PLA EQUAL. UNLESS t + _ _ J BY SIMPSON OR I I NOTED OTHERWISE. D w I SES ARE TO HAVE HOL o 0 B. GIRDER TAUS QUIRED I °L NS TO RESIST THE RE , DOW S5 I ~t F CES A5 5HOWN ON TRU I t UPLIFT FOR GS. H , ~ CTURERS DARWIN I MRNUFA I ~ I I I II ~ m I t I u~ tl i+ + ~ ~ I ~ t ~ tl w E I , t t ~ I tl tl a I tt B I + O I II II i+ i i ~ 2x10 RAFTER OVERLAY ~ , a 'I I II i ~ _ _ _ i - - - - (SIMILAR TO DETAIU 2 " I _ - ~ 24" O.C. w/LEG DOWN ~ - - ~r_ ' + COLLAR TIES PER DETAIL I 7- p TI t I I I h 4 q 4 i i I -----U526 - I i i 1 3/4" O,H, L 1 (TYP) , n r-, b l i t u ~u + I d. I N _ - I _ - - - _ _ - _ - - ii + I - _ - _ - _ - - t _ _ _ _ - - - - _ _ t _ _ i n i u + z I O I, o , t I ~ ~ 30'-7" t I I~ I t - --i - ? - m - - OL N I I ~ I I - T BERT D t 1/2' FIRE RETR AN W ~7 I I OOD '-0" (ORZ.) 0 EA H _ _ _ _ _ PL RA ION LL cn l~ ~ L!~/ I SID OF IRE S PA ~ ~ 1 + ~ ~ n I I ENET ATIO THI RRE t I K NO ~ t t t ~ lJ t ~ 2x12 2x1Z R'.IDGE i+ I o HDR. BOARD + _ t A ~ I ~ H I R ~ I GIRDER TRUSS _ _ _ _ _ _ ~ _ _ _ r I R ~ I 3 i , • o - 3/ „ O H i BREAK IN I I A K1 4 8 O.H, + 2x12 RAFTER 12 _ _ + , ROOF PITCH xl RAFTER ---rJ I I t x6 F i x6 R TEAS ~ 24" O.C i ~ + I I R 2x NAIL R --r, K2 I 5 T WR L t I I GIRC + GIRDE TRU S + I I - ~ - - I - i GI6 + GIRDER TRUSS + 2x8++ RAFT RS ° +ij + o wow a I 8 O.H. ~ + ii ++~~+2x12ii RIDG~ BEAN~i iil _ i m ° w N DER TRUSS 2x NAILER I t i GIR I t t BUILD 2nd FLOOR I I 1 ~ 2x12 + + RAFTERS I II i+ u + + + + ~ - + H ~ + p + 2x6,+ CEILI~JG JO~rSTS +iy BEARING WALL ON I I R I GIRDER TRUSS ~ - + - - I I ~ I I Z I GI o TRUSS i 2x12 RIDGE ii + ii n i+ + - _ _ - - - i GIRDER + + + I ~ I ~ I U 1 I = ~j I + + + + O I ~ I G1 ~ I d~ I I OD I + + + - - - + in N t I I Z I ~ + + i ~ I z I I r I I I + ~ ~ Q + ' t I I I- I ~ I 8" O.H. (2l 2x12 2x6 ROOF W N I 2x8 HERDER RAFTERS ~ RAFTERS DORMER SIDE WALLS ~ a . 8" O.H. BUILT ON TOP W „ CHORD OF TRUSSES T RAFTER ~{NG~O CU - knit 7 3 N V ~ a LAGGE ~ the NGS WITH ENGIN FOR RIDGE p TRUSS gRAW1 SEALS R TO {N5PECTION. LEG RAFTERS gg pN•SITE pR10 13 9 DOWN TO BAG. ~ ~ N `1!~ 2 12 1 H W 8 ~ O~ FTERS 2x6 COLLAR 2x10 A IES (TYP.) OUT ~ H ~ 24" O.C. T GOOF TRUSS LRY ~ DEMISING WALL PER SHEET 6 SCALE 1/4"=1'-0" 0 ~ • _ ~ OIL • g 6 9 3/16" H W 0 0 r 3 zm N rn C) ~ 9rY-la9,db l _ ROOF DL = 248 PLF p O H ° ROOF LL - 495 PLF may ISSUE DATE; ~ ~ ~ 01/04/06 NOTE; M = REVISIONS 15 -8 ~ i 1s" GIRDER TRUSSES "B", "D" AND "E" TO HRVE 2x6 MINIMUM R 1 FLOOR DL = 10 PSF ~W ~W ~ _ BOTTOM CHORD 12 m FLOOR LL = 40 PSF ~ ~ o A 16 2 I $ - A 16 12 374 3 _ GIRDER 12 12 W W A 8 TRUSS 4 1s -----------16-- 10 ~ G.M. 10 ~ osir~ios A B 5 A ~4 12 FLOOR DL = 12.5 PLF N i g FLOOR LL = 50 PLF J ~ W A 6 1/2" 22'-3 1/2" a TRIL 6" 13 -4 1'-10 7/16" TAIL 411 12 ; PROVIDE (17 GIRDER TRUSS PROVIDE (1) GIRDER TRUSS TRUSS "I" MUST HRVE 8 „ R 2x12 MIN. BOTTOM CHORD 16 -4 14 8 4" - ` K2 ' i u ~ 12 -0 3/4 29'-11" 6 1/2" ~ NOTE; 4 TAIL ~ 3 1/2" Y OPTIONAL EX1 )PTIONAL EXTRA TRUSS "J" MUST HAVE ° MASTER RETRE 1ASTER RETREAT R 2x10 MIN: BOTTOM CHORD 12 6" 8 19'_5" 0 12 12 ` Z ROOF DL = 30 PLF ROOF LL = 60 PLF 20'-7 1/2" 10 10 ~ 15'-0" DL=363 LB. ~I D E ° LL=587 LB. 11 1/4" TAIL TRIL 10'-6" 12 11 1/4" ROOF DL = 60 PLF TAIL $ 12 12 ~ ROOF LL = 100 PLF 12 11 1/4" 11 1/4" g $ ~ DL=104 LB. Y ~ L=155 LB. PROVIDE (ll GIRDER TRUSS PROVIDE (1l GIRDER TRUSS X w w _ _ ~ 12 12 11'-il 1/2" 11'-10" 12 ° 4" $ 11'-81/2" REAR 9'-8" 6 1/2" 9'-8" FRONT ~ 10 10 ~J~ ~ TAIL 3 /2" 00 12 TRUSS Sf TRUSS SETS ON FLOOR ° DECK OF MR; DECK OF MASTER RETREAT ~ o N V 1 ~ m O ~ vl 10 K1 ~ co DL=398 LB. 11 1/4" 6 1/2" ~ TRIL ~ 31/2" DL=308 LB. 13'-4" LL=1022 LB 1-10 7/16 TAIL H C 11 1/4 11 1/4" TAIL o LL=440 LB. 6" 11 1/4" FLOOR [DL = 10 PLF ~ FLOOR DL = 13 PLF rn FLOOR DL = 13 PLF O TAIL FLOOR LLL = 40 PLF FLOOR LL = 53 PLF FLOOR LL = 53 PLF 12'-0" 20'-7 1/2" 8._4.. _ g._1.. 12._6.. N1 J1 29'-11" N2 Q 12 12 12 12 NOTE, O TRUSS "L" BOTTOM CHORD 8 TO BE 2x10 MIN. 10 10 $ o K F D N I ~ 6 1/2" I ~ 3 1/2" ~ I i TRIL 11'-0" 18'-11" I n 111/4 ° iv ROOF aL = 45 PLF ROOF DL = 30 PLF m I 111/4 TAIL I 6.. ROOF LL = 80 PLF ROOF LL = 60 PLF ~ ~ 15'-4" ~ I REAR F FRONT 26'-8" 20'-7 1/2" 30'-8" REAR FRONT 9'-0 1/2" DL=327 LB. LL=531 LB. a 12 12. 12 8 H ~8 ~ 10 ~ 10, o Q oa - iv 6.. 6" o N 12 I ~ O ~ 4 12 NOTE 12 ~ ~ 11 1/4" 8 ~ ~ RERR 15 4 GIRDER TRUSS G1 FRONT 8 8 :ONT 13'_4" 1'-10 7/16" TAIL BOTTOM CHORD TO DL=373 LB. BE (2) 2x10 MIN. ~ LL=480 LB. 11 1/4" TAIL J G G 1 61/2" 61/2" 22'-0 1/4" 7'-10 3/4" W W PROVIDE (1l GIRDER TRUSS TAIL FLOOR DL = 130 PLF FLOOR DL = 15 PLF O ~ TRIL FLOOR LL = 360 PLF FLOOR LL = 45 PLF O lH 6" REAR 2g'_11~~ FRONT ~ O 6" ` 35'-0.. NOTE; ~ 17'-8" TRUSS "M" BOTTOM CHORD ~ REAR FRONT TO BE 2x10 MIN. W ~ = OL gry_lag,db I 1 oo~ M ~ ISSUE DATE; ~ ~ E 01/04/06 M N = REVISIONS; i , Q Q F 0 ROOF ~ TRUSS ~ C/1 ~ c°v CROWN MLD, 2x8 F BEYOND ~ ~ ~ 3 & 7 4 ix3 RAFTER ~~i e ~ , ~ ~n 4.~ ui ~ H N in 1 E"'~ 12 s ~ ; ~ : ~ G M HDBD. ui im ~ ~ . SIDING 12 TRIM DETAILS=- ; 06~27~06 2x6 - _ _ - _ THIS° SHEET . ° Q RAFTER ~ i ; ~ ~ ~ METAL NOTE ~ ~ 1x4 FLASHING 4'-8 1/2" WDW . ' n~ DORMER SIDE WALLS` W R.O. WIDTH ~ -BUILT ON TOP a 5" C 5" CROWN ~ ~ ~ ~ CHORD OR TRUSSES ~ RL 1x6 ~ ~ ~ r' ~ ~'r V ALIGN ~ DRYWALL i ` 7/16 O.S.B. W/ W/F CLIPS ~ 24 O.C. W/FRONT 5" CROWN -RETURNS ~ ~ 1x2 ~ TO WINDOW s~ fir; 1x2 ~ ~ 'i BETWEEN ~r1 1x4 ~ ' ' ~ 4._g.. ROOF Mi¦y 1x8 FASCIA OVER pi c ' ~ 'DOOR STOP lx4 „ TRUSSES II OR SIMILAR 1x6 SUB-FASCIA MOULDING ALUM GUTTER DORMER DETAILS RT WINDOW I~ SCALE; 1"=1'-0" 4 Iii ORM~R 2x2 SCALE 1/4"=1._0.. _ . . 3/8" PLYW'D SOFFIT 1x FRIEZE ~ r' ~ti' ; ERVE DETAIL SCALE; 3/4"=1'-0" NATIONAL CONCRETE MASONRY ASSOCIATION i 8 RECOMMENDATIONS DESIGN LORDS BASED ON EQUIVILRNT FLUID LATERAL SOIL PRESSURE OF 60 pcf ~ ~ REINFORCING STEEL GARDE 60 2000 si GROUT INSULATION ~ p t RING JOISTS (TYP.) TYPE M OR S MORTAR "I" JOISTS @ 16" O.C. ;i 2x4 LADDER PANEL ~ 16" O.C. Wf/ 2x6 BOTTOM PLATE ~4,. ~ r 2x4-16" O.C. ~4 STUD WALIL FIBERGLAS DRAINAGE SEE ELEVATIONS b INSUL. BOARD ~1 FOR SIDING INSULRTIC)N TYPE PER SPEC'S ~ EXT. FND. Q WATERPROOFING r ~ ' VAPOR BARRIER- MEMBRANE 0 n Q _ c ~ ~ 3/4" T&G PLYWOOD BACKFILL% Q , 1/2" SHEATHING (GLUE ~ NAILI - 4 . v9 ~ l..'"'C. r 0 ~I 8 CONC. BLOCK ~ ANCHOR STRAPS I JOISTS •;;;;.;1 W/1 1/2" DRAINS PER MANE. ~ 16" O.C;. ~':~:''1': ' THRU WEEP HOLES N SPECS. '•I 6'-0" O.C. MIN. SOLID BLO KING Q~~ ~ @16" O).C. I JOISTS PRRRL.LEL TO WALL ' ~ , CANTILEVER POURED 0 FRAMING OVER 2x8 MUD SILL CONC. FTG. FOUNDATION 1 W/ 1/2" FIBERGLASS a ~ SILL SEALEk? STONE PLINTH ' r~ o ' D~ 4'-0" INS~ULRT ON BATT SCALE; 3/8"=1'-0" ISO IF JOISTS PARALLEL . TO MASONRY PROVIDE (21 1 3/4 X11 7/8 LVL REINFORCEM NT OUTRRIGGER ~ PT. LOADS PER DETAIL (9 H i 2x10 MUD SILL W/1/2" FIB R R-1 R-13 BRTT. INSUL. ~ ~ w FND. INSUL. 6 E GL. WATERPROOFING 0D SILL SEALER VAf VAPOR BARRIER m w o SEE DETAIL R-13 BATT ~a ~ INSULATION R-1 THIS SHEET IN~ R-13 BRTT. ~ ~ ~ INSUL. ~ o°c TOP OF COURSE 13 JOIST 4" CONC. JOIS JOIST SLAB OVER 4" cn n 2x10 MUD SILL GRAVEL BASE & 6 MIL V.B. 8 8" CONC. ~WERTHER LIP ~-~IJI 8" CONC. W/ 1/2 FIBERGLASS SILL SEALER B BLOCK o 8" CONC. BLOCK BLOCK A ANCHORS PER ' M ANCHORS PER ~ ° ~ a - MANF. SPECS. ~ MANF, SPECS. ' ' 12" BLOCK R-11 BATT R LUGGED OUT II R-11 GATT ~ 4" GARAGE INSULATION TO SUPPORT ~ INSUL. SLAB OVER 4" n~ ' WEEP HOLES SLAB GRAVEL BASE v ~ 6 MIL V.B, @16"O.C. N F=+4._8.. . _ 3 1/2" CONC. F=+4'-g" F 0 0 ~ 16"x8" SLAB CEM. COVE . ° CONC. , FOOTING , - i6"x8" CONC;, CONC. ' 16 x8 CONC. ~ VAPOR BARRIER V ' ~ ° , FOOTING ' ° ' ° ' ~ VAPOR BARRIER ~ ' J ~.a' P ° I P it FOOTING ; ~ ~ ~ . ° ° OVER 4 GRAVEL FOOTING O OVER 4" ~ ' ° ~ ~ 4" GRAVEL BASE G GRAVEL BASE W BASE 3 DIR. PERF. SPACE/ FO?UNDRTION ~ ~ PLASTIC DRAIN TILE FELT FLASHING 0 ~E GAIRRGE D00~ ~ SCALE; 3/4"=1'-0" SCALE, 1/2"=1'-0" SCALE; 1/2"=1'-0" ~ R T I O N SCALE; 1/2"=1'-0" ~ 0 0 D ~D ~ N W~ Q 0 = W ~I, Q gry_lag.db i i