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06201056 Permit File 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 V. This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS:,. P PERMIT NO.: BY: . d - FINAL INSPECTION DATE: Building Permit No.: (r Project Address:- Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation Underground j ~c ~ar`~= ' FGL . CPA- Sewer Z Footing t m of am 1, ~7Final Electric - c "i T Foundation Final r~ Steel Plumbing Foundation 13 ~ez- 0Ai) tc eM Final HVAC hi:~- L 1,t P EJeL Radon 2~p Final Gas o f_ r \=Z T Preslab Piping Rough ew clexr, 4 4 Engineering Electric (CWA) Engineering Electric ( 1 (Pre-Sod) Service Final i Rough Engineering I Plumbing 1 `e lY IVY Gas Piping (Rough) Rough HVAC - Xc c Final Zoning Fireplace Zoning Rough tL Occupancy a'f l Framing ~,•~p>- CITY OF DUBLIN Din, Ohio 3016-1236 Building Standards Phone: V/TDD 614/410-4670 Inspection Line: 614/410-4680 Fax: 614/761-6566 i Address: i Permit No.: CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION i ~ Applicant: Company: Site:, t ...x (Provide Detail Plot Plan of Lot) , Lot No:r -4%' Application No:LC4'~ Subdivision: PLEASE DO NOT MARK BELOW THIS LINE No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039Q) (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 requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: - ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP FOR: W HOAI£S SHOWL'ASF HOUSE STYLE.' BRA£MER PARCEL NO. NI LOT NO.: 35 cQ 36 ADDRESS- 6724 & 6728 COOPERSTCyVE OR/VE SUBDIVISION: GRE"YSTONE ,WENS GTY OF DUBLIN COUNTY OF fRANIIN P.B. 108 PGS 93-94 ORDER N0. 62506 fZ000 ZONE.- X CoumL1NITYPANEL: J9049C PACE.0126H DATE" 3/1604 6724 & 6728 COOPERSTONE DRIVEN 50' SCALE: 1' - 20' \ ~jc 20 10 o zo I 1 ~ ~ cps SI" WP 3 \ 1 4 W~ T7 6~ 4 27.50' 9~S & fi ~ 12,0 SAN. TAP y \ 4 ^ i WAT' TAP 29 ~0 ~ e Y ~ ~ INV=86p8.0 ^ °~a o ij B~ 3 4 0,5' Y Z II W Z O 1.42 "6' ^ c 21.33' w a > 0.63' PORCH $6.67' 0 8 5.25' In ? 9.58' - ° ° 18.9' PORCH " o o°_ n ° =58 6.38' 11 m i6' .50 2.34' .H - I~ • 29 8 PORCH N o g 9.58' ro $ o`", In 35 36 e "R _ ~J_ N m m 8.25 I 13.50 37 NOTE: PATIO BUILDER TO PROVIDE EROSION 34 - FF-883.36 PATIO ~o. AND SEDIMENT CONTROL DURING (SEE DETAIL TOW=882.23 (SEE DETAI 12.00' BELOW) BSMT.-873.89 a BELOW m $ ALL PHASE OF CONSTRUCTION. I 8.25' ) PA 110 FF=882.86 PATIO 8.25 I 13.50 (SEE DETAIL F1 TOW=881.73 v (SEE DETAIL o r5BELOW) TC BSML-873.39 BELOW) $ B< UNIT SEPARATION LINE 12.00' (USED AS REFERANCE ONLY) I 8.25' 6 7 ' Ill n ~ I v I N ° ~ M going PLOT PLAN eos prepored from id by the client and dal, obtained Irom We h7th.jol. the for an engn plop. Thi. plot Dion is la be uxd b the CLIporpox of ob tain-. o BUILDWG PERNIT. 22.58' 21.50' The Ian for on other D y Durpox I. strklly prohibited. I 10.9' 8809 8809 1O 17.6' 2 .33 Ill/S SPACE PROVIDED F6w ZCWING QW c& Cwt Y T' 22.58' 4 EE APPROt£0 BBO r r oA7E I I ( I P I I J win L - --J m L - a o 28.00' m 28.00' 34.00' 21.07' 879.8 28' EASEMENT 28' EASEMENT 8798 0502 0.502 I 879& 34.00' 34.00' 28.00' 879.7 21.07' 8798 MAINTAIN FENCE 6' SCREEN ALL UTILITIES AWAY FROM WINDOWS FENCE SUPPORT FACER UNIT 35 INFO UN/T 36 INFO LOT. 4.748 50 FT LOT J•640 s¢ FT. (INIT.- 1.659 s¢ FT UNIT.' 1,907 50. FT PATIO FENCE dMDER . ' COLERAW: 352 X COL£RACE 52.4 ,T CONCRETE. PADO 2 e. '.PLANTING BED.. ~CONCREIF< PATIO 6' HEIGHT CATE ~~~57 0FI 0 JANiES - GJ is . VARIEY MAINTAIN FENCE 6' Ni. AWAY FROM WINDOWS PEARSALL 400;oa OA.'• g7E~E r' i PATIO -ENLARGEMENT PLAN ......SU 7 rT a~ NOT TO SCALE REL9S/C145 DAIE PREPARED BY.. ODAT 35 AS-BU/LT LOT (77AOE5 - ILP 7/18/07 2005-SQ90 DFB E-, P Building Services 1~_ Rood. Colmba,OH 41054 - 20' 611.775Alae Fo.. 61,11-811 c x 716,105 OIPROJECTI2IXYSOBOIDWGVW5-5080Aw9, 7119007 225:11 M TINA 6 81 s V) 8~ lc 5 15 ' Y 2~ 3 8 t2 B~L 16. YAP a a ~ - -d` SAN. TAP • WAT Q oo 01 INV=868.0 a 41 O co 00 J z 11 a^d N ? 0 1.42' 0~ to 000 > 00 _ Q N 7 __j 06.67'0 21.33 C° _ q~ o PORCH o ^ 5.25' q' 9.58' ° ° 18.9' 0 16' 8.50 2.34' o 00 T 6.58 CD 00 29 0o PORCH 0 co CC) 0 11, N O, C) u7i 00 o 9.58' O N N C> r"' rn co U') 35 36 N - 8.25' 13.50' cc 'E: k0 cV _DER TO PROVIDE EROSION 34 N FF=883.36 ~ PATIO a, ^ 12.0( 1 SEDIMENT CONTROL DURING (SEE PATIO DETAIL TOW=882.23 (SEE DETAI r o PHASE OF CONSTRUCTION. I 8.25' R' BELOW) BSMT.=873.89 BELOW) CO co o PA 710 FF=882.86 PATIO 8'25 I 13.50 ^ (SEE DE7I TOW=881.73 d (SEE DETAIL : r?( BELOW) BSMT.=873.39 BELOW) -n 2 UNIT SEPARATION LINE co 12.00' SED AS REFERANCE ONLY) 8.25' b 6.75' N ~ r- 00 r, 00 n tify that the forgoing PLOT PLAN was prepared oo co cl~ n provided by the client and data obtained from Co a, 22 ' .58' 21.50' LM subdivision plan. This plot plan is to be used b °O cn the sole purpose of obtaining a BUILDING PERMIT. r, co ' 21.50' C :he plot plan for any other purpose is strictly °O prohibited. 10.9' 880.9 880.9 co 17.6' co 28 F PRO140E0 FOR ZONING OFF/0R ONL Y Y 22.58' co w> 88, 880.4 r 1 0 o It, of _6 Of ~ f o~ I I I ^ I --I J L -J L 28.00' ^ Go 28.00' 34.00' w 21.07' I0, 28' EASEMENT 28' EASEMENT 0.509 0.50A 34.00' 28.00' 879.7 21.07' 8 r" 34.00' SCREEN ALL UTILITIES NS FENCE SUPPORT FACER UNIT 35 INFO. UNIT ,36 INFO. L 0T 4,748 50 FT. LOT- J 640 50 FT. UNIT 1,669 S0. FT. UN/T 1, 907 50. FT. ICE DIVCOVERAGE 35.2 9 COVERAGE.- 52.4 9 a ICRETE a' d ATIO e ° ITING B,T'CONCRETE PATIO -4. ° ° E0 Fp 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 May 08, 2007 RE: Building Permit Nearing Expiration Application Number: 06-201056 Address: 6728 COOPERSTONE DR Project Description: Dear SHOWCASE HOMES: The Building Standards Division records indicate that the above-mentioned permit will expire on June 28, 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, Jeffrey Tyler Chief Building Official CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 1310 Application No. 010 - 0105 APPLICATION FOR ELECTRICAL PERMIT Job Address ~n c o o c'r 5 font Parcel No Subdivision 1r'- liSfor1y, M t" i'~ s Lot No. 3 Owner Name , h 0 yl\ _s Telephone Y\5 -IJr t Contractor Name ~A. tc- Telephone Contractor Address -S U~1 t l Dublin Registration No. ` ! I Residential: 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. Abo c o(D 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) r~ Total $ ` O o ' 0" JOB DESCRIPTION--- This L 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 provisions of sai laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 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) .u , Application No. v /0 5 Date ZJ~ot?' V(((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 G2o1 Parcel No. Subdivision/Project Name -arG as rot e ,/Mkuis Lot No. .3~ Owner's Name %_6A,0aJA ~S e_ /".C6 Telephone b/41' yALX88 9 Contractor's Name &LAn 11 1)')')A,2 Tile,, Telephone blil. 9gl- e05- Contractor's Address .5-boo GLhi, I r e'f Dublin Registration Number 06 -099 A Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? N11i What is the size of the main drain? ~f if Of what materials do the vent pipes consist? Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER klzolin~ ,t 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 A Number of remaining fixtures X $10.00 = $ ou" Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ Sa0o 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 3 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 . . . . . 06-00201056 Date 8/25/06 Revision number . . . . . . . 1 Property Address . . . . . . 6728 COOPERSTONE DR Parcel Number - Alternate Address . . . . . . GREYSTONE MEWS #36 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 . . . . 310.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 26.00 10.0000 EA RES PLUMBING >1 FIXTURE 260.00 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 . . . . . 06-00201056 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. GARAGE DOORS AND ALL TRIM MATERIALS ARE TO BE OF A LOW-CONTRAST, AND THE SAME OR A SIMILAR COLOR TO PRIMARY HOUSE COLOR. Fee summary Charged Paid Credited Due Permit Fee Total 310.00 .00 .00 310.00 Plan Check Total .00 .00 .00 .00 Grand Total 310.00 .00 .00 310.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 07/27/06 Application No. d (D/05(t° APPLICATION FOR ELECTRICAL PERMIT Job Address 6728 Cooperstone Dr Parcel No Subdivision Greystone Mews Lot No. 36 Owner Name Showcase Homes Telephone 614 781-8000 Contractor Name Power Solutions Inc. Telephone 614497-8806 Contractor Address 1973 Lockboume Road Columbus, Oh 43207 Dublin Registration No. 0601910 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ 40.00 JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Gode regulating nstruction, installation, repair and alteration, and may be revoked at any time upon violation of any visions of s i ws_ U Signature of licensed contractor or homeowner 9 1 Division of Building Standards Date: 1/1/2001 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 . . . . . 06-00201056 Date 7/28/06 Property Address . . . . . . 6728 COOPERSTONE DR Parcel Number - Alternate Address . . . . . . GREYSTONE MEWS #36 Application type description RES 2 FAMILY DWELLINGS Property owner . . . . . . . Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 52 - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/07 Qty Unit Charge Per Extension BASE FEE 40.00 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 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 . . . . . 06-00201056 Date 7/28/06 Special Notes and Comments placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. GARAGE DOORS AND ALL TRIM MATERIALS ARE TO BE OF A LOW-CONTRAST, AND THE SAME OR A SIMILAR COLOR TO PRIMARY HOUSE COLOR. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 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 . . . . . 06-00201056 Date 7/25/06 Property Address . . . . . . 6728 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #36 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 . . 3759 SQUARE FEET Permit Fee . . . . 3 0.00 Plan Check Fee .00 Issue Date . . . . _a (0/0 (15 Valuation . . . . 0 Qty Unit Charge Per ! Extension BASE FEE 140.00 6.00 40.0000 RES BLDG PLAN REVIEW 240.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 170.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/21/07 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 20.0000 RES HVAC 120.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/21/07 Qty Unit Charge Per Extension BASE FEE 40.00 6.00 10.0000 RES ELECTRICAL LOW VOLTAGE 60.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/21/07 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 . . . . . 06-00201056 Date 7/25/06 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 . . 1/21/07 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. GARAGE DOORS AND ALL TRIM MATERIALS ARE TO BE OF A LOW-CONTRAST, AND THE SAME OR A SIMILAR COLOR TO PRIMARY 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 . . . . . 06-00201056 Date 7/25/06 Special Notes and Comments HOUSE COLOR. Other Fees . . . . . . . . . RES BLDG INSPECTION 330.00 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 2320.00 .00 .00 2320.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5304.00 .00 .00 5304.00 Grand Total 7624.00 .00 .00 7624.00 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 PER T • This form is provided by the Building Industry Association of Ohio as a THE Builders PERMrr NUMBER 0 (0 - Cam( Issued in Ohio Under Authority of 1,18i -Al d ~ Zaos C3 Auditors Taxing District 273 Parcel Number 12062 Q NO 0/ a DFDliQ, YON Address of Property 6728 COOPERSTONE DRIVE HIV a~ a. 0 0. Subdivision GREYSTONE MEWS Lot 36 Applicants Name Crystal Stair Phone Number (614) 418-8831 Email Address cstair@MIhomes Fax Number (614) 418-8889 Owner'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 c Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 DBA: Showcase Homes Q 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 $310,000.00 Number of Bedrooms 3 Heating Fuel Natural Gas Number of Gas Appliances 6 Per Unit Number of Baths 3 full 1 half Sewage Disposal Public Garage Type Attached Building Height 34 Water Supply Public Number Car Garage 2 Building Zoning ° Unfinished Basement 755 7so Lot Area 3640 8 Finished Basement 0 Total % Occupied by Structure 52.4 Lower Level 0 Front Setback 28.0 S 1 st Floor 1471 / 4/7 o Rear Setback 31.0 2nd Floor 1089 /v 81 Right Setback 0 a a, 3rd Floor 0 Left Setback 5.5 Other 0 Lot Width at Building Line 35..0 Garage 451 ys0 Deck/Screened In Porch 0 Zoning District PDR Gross Square Feet 3766 Existing Use of Property vacant lot Building Area at Ground Level 1907 Living Areas 0.., Flood Plain ? YES NO .r 0 z Excavator License Number Fee Schedule a - 0 Plumbing License Number Initial E Electric License Number Occupancy S HVAC License Number Footage 4 Fireplace License Number Zoning 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam 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 [ specifications submitted herewith, and certify that the information and statement iv en on this application, Other drawings and specifications are to the best of t it knowled~and correct. Signature of Applicant Total Date Receive 3 7.214 , ~ Date Received Date Received a Date Approve 24. Date Approved -7- 0 Date Approved ~-Q 08/16/2006 FED 11:04 FAX 614 775 4801 1x003/005 MAY-°24-2066 09:31 PM BRIAN.a1.SHOWCASE 614 529 6325 P_62 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 4104680 Application Number: ~•u~?. SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM i, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It Is the builder's responsibility to Insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the city of Dublin Codified Ordinance 1305.02 (k)). Property Owner: Sl2owe~. ,~p`tz~ Subdivision: Lot Number: Address: Cv 7Z.8 ~~-br~~2 5rt~.vE lJ/~/d~ Approved Foundation Elevation 8~Z• Z3 Feet above mean sea level. Actual Top of Foundation 582.45 Feet above mean sea level. F OF Professional Seal: = C-) ~o'- ~k . JAMES Si Lure of Surveyor M. - PEARSA.LL 0, ._p Fc7840 E~ 7 /STE 'AGate This form is to be oompleted prior to the foundation Inspection and must be made available on-site with the approved prints. Excel/Swny 02.N14 08/16/2006 WED 10:55 [TX/RX NO 59761 U003 EPERMIT NUMBER: CITY OF DUBLIN zo l v DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 36 Reviewer: Epp Address: Date: 0-7 1q, 01~ 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. 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 Floodwa + 20 feet is shown and labeled FEMA FIRM Map Number: 3q 6 49G ©12(D P Effective Date: 03 16- o b V/ 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: [/APPROVED ? 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. 1nKnnnt Ai \Gnninrnr nn\P(lT T( Y\FNC~P[~r n V) tinc FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT #6J 2f.IC'''26---SUBDIVISION NAME BUILDER'S NAME PHASE SECTION # LOT # CONTACT PERSON CURRENT ZONING TELEPHONE # PLAT RECORDED &,NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 2~% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses J Parkland Conveyed or Park Fee Paid R FApproved/NA ? Disapproved Subdivision, Section and Lot Number Shown Approved/NA ? Disapproved " y Street Name and R/W Dimensions Shown q Approved/NA ? Disapproved r,' 1 Scale and North Arrow Shown P Approved/NA ? Disapproved r., Property Line Bearings and Distances Shown Q Approved/NA ? Disapproved Building Lines Shown and Dimensioned R Approved/NA ? Disapproved r' All Easements Shown and Dimensioned3 Approved/NA ? Disapproved r No Build/No Disturb Zones Shown and Dimensioned .0'Approved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum ? ) t `;RApproved/NA ? Disapproved y q Side Yards Verified (Minimum Comb. MDBS . l C ) 9 Approved/NA ? Disapproved x f., Rear Yard Confirmed or per Recorded Plat (Minimum ) 15 Approved/NA ? Disapproved r Lot Frontage Confirmed or per Recorded Plat (Minimurw ) 1 Approved/NA ? Disapproved Date+, tr• "•C Approved/NA ? Disa roved Recorded Plat Information Verified V by } pp r Building Footprint Shown and Dimensioned N Approved/NA ? Disapproved ? Building Footprint Matches Plans Submitted (Include Reverse Layout) f7 4proved/NA ? Disapproved ; Bay Windows, Cantilevered Portions of Buildings Shown 01Agroved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned IfAWroved/NA ? Disapproved 1 Air Conditioning Units Shown P, Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned R Approved/NA ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ApprovejjA ? Disapproved No Encroachments Shown D Approved/NA ? Disapproved r„ Driveway Shown and Dimensioned per Code Section 153.210 P'Approved/NA ? Disapproved Sidewalks Required `-~L • Shown '..I L p"Approved/NA ? Disapproved Tree Protection Required Shown Approved/NA ? Disapproved Street Trees Required Shown < Approved/NA ? Disapproved Minimum Caliper 21/2-Inch ~W Approved/NA ? Disapproved Yard Trees Required on All Street Frontages Shown Q _ i_ 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required ,P' Approved/~A Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required %4 Approved/NTA ? Disapproved Minimum Caliper 2%-Inch Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot `Q 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 / ~1N Chimney Shown with Foundation \,d ApproveKNA ? Disapproved Chimney Extends Beyond the Eave Line ` Q`Approve, %NA • ? Disapproved mac'. _ Required Material - Brick Stone Stucco a APTrove~d/NA ? Disapproved Foundation Material - Two Materials Maximum Brick _ Stone Decorative Block Approved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) ? Approved/NA ? 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 <,Approved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet ~U Approved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet El ApKoved/NA ? 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 Irtclude/d in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent 11Ayprov44NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent 'o Approvod/NA ? Disapproved Pro action From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet KApproveikN A ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet 'Q,Approve /NA ? Disapproved Required Projection Between Doors - Minimum 16 Inches `-0 Approv~"A © Disapproved Garage Door Material - Particle Board or Masonite Prohibited Q Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color -,Xpproved/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 ',a Approved/NA ? Disapproved Y.. Roof Material - Life Expectancy Minimum 25-Year RApproved/NA ? Disapproved Metal Slate Tile Wood Q Approves /NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles _Q Approved/NA ? Disapproved Minimum Weight 240 Lbs/Square ~yQ Approved/NA ? Disapproved Exposure Length - Maximum 55/8-Inch 'Q Approved/NA ? Disapproved Color - tAPproved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches Approved/NA ? Disapproved Water Table - On Front Elevation ? `Approved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year '6-Approved/NA ? Disapproved Three Materials Maximum per Maior_Facade r3 Approved/NA ? Disapproved `Brick Cultured Stone Fibrous Cement V Glass Block Stone Stucco Vinyl** Wood Board Exterior Material Changes Inside Corner OR Minimum 2-Foot Wrap Outside Corner \,4,3 Approved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 31/2-Inch Wide Corner Trim Boards ` Q,.A'pprova`d/NA ? Disapproved 2 Windows - Trim OR Shutters Required 11'Approved/NA ? Disapproved Trim Minimum Width 31/2-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 Approved/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 8 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 `;k1 A-proved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND • *b A,pproved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. 1'Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name J_ '0 JApproved/NA ? Disapproved BUILDING PERMIT 0 Approved ? Disapproved COMMENTS: REVIEWED BY DATE'. T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 TO: All HOMES FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Unconditioned Ducts: - All ductwork located outside the conditioned building envelope will be insulated to R-8. Y 4, Co ne Chris Patterson Estimator Energy Star Rater Office: 614-351-1439 Ext. 228 Fax: 614-351-6650 N extel: 614-554-8644 136*41 *6831 Email: chris.patterson@installed.net ENERGY CODE INSPECTION CHECKLIST Date: June 27, 2006 Rating No.: -Home Modeled Worse Case- Building Name: Braemar Unit A Rating Org.: Cornerstone Energy Owner's Name: Braemar Unit A Phone No.: 614-351-1439 Property various Rater's 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: Braemar Unit Ablg Rating Date: Building Information: Conditioned Area (sq ft): 4243 Conditioned Volume (cubic ft): 34225 Insulated Shell Area (sq ft): 6093 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) (1233 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (232 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Insulation Grade: 1 11 111 Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (1741 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Wall: R13 (2x4 16oc) (189 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Insulation Grade: 1 11 111 Face / Inset REM/Rate - Residential Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit A Page 2 Comments/Location [ ] 3. Wall: R13 (2x4 16oc) (976 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Adiabatic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.27 [ ] 1. Window: U-0.36 SHG-0.43 (213 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 (167 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 (130 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled 1-1-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 4. 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 [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location Doors: REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit A Page 3 [ ] 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 Foundation Walls: 1. Wall: R5 8B GrdeDown (844 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 Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (183 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 Insulation Grade: 1 11 III Face / Inset Comments/Location Slab Floors: [ ] 1. Slab: Uninsulated (1465 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st/2nd Flr (188 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st12nd Flr Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: Adiabatic (92 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Adiabatic Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit A Page 4 [ ] 3. Joist: 1st/2nd Buff (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Insulation Grade: 1 II III 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, 13.0 SEER. Make and Model Number. [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-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. Duct Insulation: [ ] 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. REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit A Page 5 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 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit A Page 6 NOTES REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Date: June 27, 2006 Rating No.: -Home Modeled Worse Case- Building Name: Braemar Unit A Rating Org.: Cornerstone Energy Owner's Name: Braemar Unit A Phone No.: 614-351-1439 Property various Raters Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Braemar UnitA.blg Rating Date: Annual Energy Consumption (MMBtu) 2003 IECC As Designed Heating: 68.7 58.8 Cooling: 16.2 6.5 Water Heating: 23.9 20.5 Lights and Appliances: 45.7 45.7 Photovoltaics: 0.0 0.0 Total: 154.6 131.6 This home MEETS the annual energy consumption requirements of Section 402 of the 2003 Intemational Energy Conservation Code based on 6118 heating degree-days. In fact, this home surpasses the requirements by 14.9°/x. Design consumption is based on the following: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.27 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 v12.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. (0 66 4 75 /SLSH F 1 1 i n l ate r , O H G 3 30 ' Stepdown Hp) THIS D14G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ti Top chord 2x4 SPF (J-11#2 90 mph wind, 25.20 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Sot chord 2x4 SPF (¢I/P2 anywhere in roof, CAT Ii, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 :W3, W4, W5 2x4 SPF #11#2: psf. :Lt Slider, 2x8 HEN Ill1112: BLOCK LENGTH 2.261' :Rt Slider 2x6 SPF ~111112: BLOCK LENGTH 2.137' (A) lx4 ))3 or better "T" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",m1n.)nails @ 6" OC. (B) 2x6 J/3 or better "T" brace. 80% length of web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. In lieu of structural panels use purlins to brace all flat TO @ 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 L1240 total load. 4X6= 4X6= 3X50 3X5 i 3X5 W W 3X5o~ B) in -1 10 3X81 (A (A) W4 3X5 1 1-6 ~ 0 10-1 3X5 (E3) = 2X4 ill 5X8= 3X5= 3X5= 2X4111 3X5 (E3) 3X12 (E3) III 3X8(E3) III 12-5-4 1 4-9 9 1 9 4 1 30-0-0 Over 2 Supports R=1611 U=196 R=1 5o U=19 1111111111 tool Design Cri t: TPI-2002 (STD) /IRC PLT TYP. Wave Cq/RT=1.25 (1. 25) /10 (0) 7.25, OH/ /1 1/-/R/ Scal e =.2Ft. REFLN ENOCSI II D Sul oiRC co TV NE 11 CAR~FErr ~Raannr ON ).HAUO~ISUFD a1TTrll.oRUSSTa~nrEG i~sr, l~urr~RSa~ TC LL 25.0 PSF REF R2513- 74041 D'DAOFR[o DR sLI e 2oa, 'PRISON A I saT 5 D "rcA (IOJO TRESS coCRnL of n ERIrA, 53ac 6r+r ERPRISE ,N. * T - M - A U I S O A J _ 3719) FO- SAFETY PR CPS PRIOR TO ULRFORMIVC r E S E FUNCTIONS ' J N L C S S O T H E R . I I S L I n c l . L D . T C D L 10 . O P S F DATE 06/20/06 OG GHORC I,LL HAII RRJaCRL' TTAC IF.O SLRUC IRAI. PANELS AND pOT`OM C~.O RD SP ALL HAVE A PROVER V ATiAEH[J : WAN : M 53031: UJ BC DL 10.0 PSF DRW MOUSR2513 06171148 IMPORTANT .LUNI 1 A OP 91 I DESI r IN Ar oN CO 2 CTCR L. 1 E E-INEER. : • ALPI N E RoDlcrs. I NC, SHALL 1 aE R Io s R DEAI o FROM THIS DE cN ANY -A.LflR To CE IIS rHE O • BC LL O. O PSF MO-LNG MQ/PPH AN' TRUSS 1 O FOR. N E ITH Tvl. R F ERIC T IIP M1JLI. 1111:1G. NS TALLIN 5 3R CI, aF INIS . D0NN[CT R PAR SSRnlE ADL oFRZT TI Dts ni NPR rT s3 czAO N vso ,ar NPsi 11 I,EEL AAll 0 T . L D . 4 5 . 0 P S F S E Q N - 7 9 1 3 6 PL N T IENSPro H rE a Rs A u _ s or ER sE ,.c TED iN T 'C'c [ N, acs uoN PER R N.S s T o z _ p E LU EP HT IL 3L ILR E. pF Tl~i - 102 SEC 3. CEAL C I,,S l) t~yrT pb DUR FAC 1 15 FROM PIN G uicered 2CF r~IpUIC EEa~rth C ty, Product DES[ AN TcA 1cv.~, `PER s ;T LN.,]3n i I sAn LZL O. THISOc P', _AIRES uANrB9u ~LDlNec IE x. oR C;vEn,lels lr~MOD EH~ c - PACING 24.0" J R E F 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- (`~66475 /SASH F I I 1 1n later, CH G1 30 Common) Top chord 2x4 SPF 111/(,12 90 mph wind, 25.20 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF 1111112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 :W6 2x4 SPF #1/))2: psf. :Rt Slider 2x6 SPF 1111112: BLOCK HNGTH 1.791' (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20psf 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 (R) III 5X5/i 5X50 3X8 i W 2X4 10 F- (A) 10 (A) (A) 3X5 2X4111 (A) 0-10-1 1-6 T 3X8= 3X5= 5X8= 3X5= 3X5 (E3) 3X8 (E3) III L i4-10-0 15-2-0 30-0-0 Over 2 Supports -I R=1691 U=188 R=1700 U=188 Design Crit: TPI-2002(STDI/IRC %~~r~0 PLT TYP. Wave Cq/RT-1.25(1.25!/10(0; 7.25 0 1 • 1/-/R/ Scale =.1667"/Ft. '"WARNING ` RO55F REQUIRE Er C- ERE IN f 3R C T'L IANDnN DIPPIN I TALLI G AND aRAcINC • (CJ L REFER TG 51 L D3 BJI D'1 CDMPO E SHEET IN OR. TIDN. PUBLL ED BY TP" U55 LATE I Sr1 TJ TF.. EII3 . • • ' ? C L L 2 5 0 P S F R E F R 2 5 1 3 - 7 4 0 4 2 D GIN FRIG a., salr_ DG MADISC 1 .37Le S IICA (JaD ~R /ss GGN IL GF AMLNICA, EGGS I -.FR RISE IN. ~s - D . S G N , I I I 1.19) raR r E l v C - : I . S P R I O R TI ERroR I N rsE a c l L - s s onIER S 1 9 D I C A I C D . * JrT L. T C D L 1 0 . 0 P S F DATE 06/20/06 -0P CRGRJ -111LI. IAVF 111P1111 A A..HCD ST Qu~ URA' IAN FLS AN] 9G-TGM ,..IGRO SHA rIAVE A PRG~LI< -YAD CHED I S URwaN RGID CE1_ING Z n n 53 31 • W BC DL 10. 0 PSF DRW MCUSR2sl3 06171149 IMPORTANT - FURNISH A CnPr ',IS GEC GN -HE NSr LL T:G TR C'OR AL 11 E. ,IN[ERED A~ - PRULJ TS INC I A~ 0 BE ALP 1 N F DES G N CON ORES TH P P l R E S . N S I B L L F02 N Y D I A FRO R I S "'I" F A I L L R E TO I C J THE O , B ( L L 0 0 P J F 0 - E N Ili O / P P H L_- - TRUSS N CONFDR AN CI W N Tf JR 8R1 ING, HAN LI,G, 1IIPING N rALlf f k DRAT C GE IRI1<St5- r G~ BLE PRGVI (GNS D ~NATIDNAIL DESIGN SPE' d n 5F [ ND TP AlP NE I fKV 4 GAi1E^1 10. LAT-F5 ARE MA E 0 2E lH.G~ ,U, /S K ASTM 5_ 3RADf, 6G APPLV V,,=~~~ ' * TOT. L D 45. 0 P S F S E O N 79146 EA A_A SG I P EV Ta C4 gCE E TRUSS Np J L SS GTER 'f G ED N TH DE [ N SS T 0 P R 92 f - OA Z S~ ~+E\ N ANY INSPE T:aN F 'LITES OL w B ~4 L BE I ANNE~ 3 AS T I1 G02 'E G ON ,[S , • • A SEAL DRAWING INDICATES A -r aF R sIGN EE I T sGN D 1 mI-E rI- RL D NENr ? 4 D U R. F A C. 1. 1 5 FROM P W G Alpine Engineered Products Inc Earth City, '0063045 ~uiIoENe oESIGNeR vER Gesi~raiT1 SEC usL of TH UcoMPDN~N FSR A,v, BL:_D[NG I E RESVCNS B. LIB 11 -HE SPA I NG 24.0 " L)RFF- iSY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 06641 /S-SH Fill in later, 0H C 14'10" Gable) Top chord 2x4 SPF 1111112 90 mph wind, 22.92 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Be- r"cord 2x4 SPF 1111112 anyohere in roof, CAT II. EXP C, wind TC OL 6.0 psf, wind BC OL 5.0 Webs 2x4 SPF Stud or SP 113 :C2, C3, C4 2x3 SPF(S) Stud: psf. :Lt Slider 2x6 SPF 1111112: BLOCK LENGTH 2.236' Right end vertical not exposed to wind pressure. See DWGS 410030LF0405, 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 L1240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 3X5= 10 10 C 3X50 C 6- -4 i J. U LO 1 , / 7777777777/ 3X5 (E3) 3X8 {E3) III 0J~,l j 4 10-7-8 4-2-8 ~14-10-0 Cver Continuous Support - R=106 PLF U=12 PILE W=14-10-0 Note: All Plates Are 2X4 Except As Shown. Desi qn Cri t: TPI -2002 (STD) / IRC ~L~~' PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25.Q~ '7 " 0H/ /1/1/- R - Scale =.2"/Ft. -SWARNING RLSS r ' I : E L R ~E CAR- 1 F„PiI I C A T 1 o N . HANDLING S H I P P ; c I ;zALUI ANO PRAUNG. Oi T C LL 2 5 . 0 P S F REF R 2 5 13 R -R TJ I I C1 9 JI G .'.C PO E ICTY I FORMATION) PDBL: 11 D 6 TPf '111 PL TE 5 IT'JTF, 5% - 7 4 0 4 3 D 0 OFRIU O:TE 0 MAD[S N"I9 AP WOOD RUBS 0 OF Im 1, FR G3f0 TC4^RISc LN, 01~ I L. Y 11, A SOrv UR ' 9 1 R SAF ^ ' Y I I E F k I G R - PERVOR < D& I O rv S . L N L 5 5 On R I S E I N D I C A T E D . T' T C DL 10. 0 P S F D A T E 0 6 1 2 0/ 0 6 TOP CTmRO 1A-L -E PRDPER.v A AC II D I R„C-JRAL Pnrv E c S ND BJT`On LHORO 11 AIL IA VC n PRC _R,Y AITACHCO R D CCIL[NS, SCHURWAN _ & UJ BC DL 10. 0 PSF DRW M0USR2DI3 06171100 MP OR T ANT FLR COPY OF THIS DESIGN 10 THE , STALLAFID CONTRACTOR ALPINE 'NGINEE2EU = 53031 1/~ - ALfI Ni= OO CI -"A L O, J' ~~ESPON51dLE 1-GR N' D VIA C -NOM f f DESIGN Y FAILURE IO 9U.L0 T t rO O BC LL 0.0 PSF I"IG_ENG IN'IG/PPH 'r ALP I S 1 0 R. AN CE I TPf: OR TAp2i TING HnN0L1-G. SF[ NG INSTALLI S BRAC-NG OF .1 5SEL OF .,N C FOR S -IT IIL. CABLE PROM SISNS OF N0 (NATIONAL 0 51GN OF I By &P ' D T. ALPINE V NNECrOR LAr S NRE NADE of zoLlenBGA ( . T S L N ) AsrM Ass RNOE o I B N SELL. APPLr ~ ~ : T 0 T . L D . 45.0 P S F S E A N- 7 9 16 1 14 O E H ACE T4HSS 1 D. NLE 0 ER f E LO E7 0 TjljS~DESI, 11 ,IN 'ER DZ 'I NGS 160AZ. ? _ t S P ON P AT O, C EC BY S LL I` PER -IN11 3 Il 5E 1 - L IN 4,1> D AN, IL Alptne Emneered Products, Inc. R NS 1 D PT N_ F IRIFESSICIAL aINEER ~PDN~ 1 1 R HE rRJS CGNPGNENT L- U~R . F A C. 1. 1 5 F R O M P W G DESIGN SIPS T,E C TAAILI D "SE OF 11117 COMP9NENT FOR ANY dJ LJIN~ IS E RCSPO _IB._ Y G Y /~i EltftCity,MO63b45 Bu, u1NG „ESIGNtR P_R ANSII PI I LL rHE I - +Nrui~t~~ SPACING 24.0" JREF- 1SY82513Z15 (066475 /SLSn Fi l l i n l ater , OH D G E 6 G a b l e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 011112 90 mph wind, 21.02 ft mean hgt, ASCE 7.02, CLOSED bldg, Located Bot chord 2x4 SPF )f111,12 anywhere in roof, CAT 11, EXP C, wind TC DL 6.0 psf, wind BC DL-5.0 Webs 2x4 SPF Stud or SP X13 :C2 2x3 SPF(S) Stud: psf. Lt Slider 2x6 SPF 11111,12: BLOCK LENGTH 1.992' Right end vertical not exposed to wind pressure. See DWGS 410030EE0405, 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 L1240 total load. 2X4111 2X4111 10 5 IT - 14 FFF 3X51 C2 0 1p 1 3X5 (E3) = 2X4111 2X4111 3X8 (E31) III L 11-4 ~6-1-0 Over Continuous Support R=109 PLF U=30 PLF W=6-1-0 ,~~1111 Jr fflfDesign Cri t: TPI -2002 (STD) / IRC PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25.8 OH/-'1/1/-1R/ Scale wARN:NI RJSLES RE -II[ EX TiiF F ARE IN ~ BR:CAiI ANO_INO. SBIPIING INSTALLING AND BRACING. y T C L L 2 5 0 P J F R L F R 2 5 1 3- 4 0 4 4 1'FLE ID BC 103 BUI D .:o PD NF SAFE ED'MATID P18LIS ED B. TPI TRIIS' PL FE INS T I'E, 583 CFRI DR "11 100. AD!SDN WI 7,9] D T[A (W OD ) FR LSS CDJ CII OF fRIC 6300 EN FERRftISE LN, - D I O . N . 1 131i 9 7 FCR S TY PRA"I E 1 1 1 1 1 ERFDRMI I T I E S E F1117 ' N L SS DTRER I S E I N D I C A T E D . T C IL 1 0 . 0 P S F DATE 06/20 106 DF I IiD E R IPL"I 'G n - HA'/C ROP 1_Y PIT ST0.UC FJRAL PANELS ND BDTT LM C,O RD $I+AL_ 'AVE A ?RO EALY ATTACHED y URWAN . Li Q C ' 3031 W3C DL 10.0 PSF DRW MousR2513 06171151 IMPORTANT Fuz nPV 0F r s [SI rv o TIF S 'D. ONIR CTCRALPINE ENGINFFP.FD Nr ~wR3 TO BUILD rde " ALPINE LL Nor BE RE D 8LE R A Y J 130 ~BC LL 0.0 PSI' MO ENG M]1PPH F TRUSS IN CO NF III A N TP DRI - ANGLING P NSTLLI G K BR CIrvG OF TRUSSES1,T PLFCABLE PR 'ISI%S F ( T L N SPBT AFNPA ND -P ALPINE ' DNNENT-R P E ARE TALE of 20 18 Gn Ass RA 40/bo (WK1I s ALPs EES 1 E 0 T. L D 4 5. 0 P S F S E 0 N- 7 9 1 6 5 L T 'D ACN F E CF ss AN OWD J LESS O- Ed JC TED C TS DE51 T DN E2 DR - A -1 16JA~Y SPE TI .N OE "i TEE SN LL BL PEl 11111 ] F 11 2 S EC A 3 E L 0A T11S LL e I nI D R FE IONTL L GIN""I I , F oR rHE u NEN~IL2 FA 1 '7 FROM PWG Alpine LE e Cty, t0 63s d45 c s 8 IF' LITy ND JSE of 'H S zoMPDNNr Fos Bj1FDNG ITrE RESDNS13L.TV DF T~~~ll~lltNfit~~% ~ SPACING 24 .0' JREF - 1SY81511715 THLF DETAIL IS TO 131,: C'.-I:D AIltEii CO T'!>ICO('~' !,A'IERAL. BRAC'I;!G (C'LB) - I~ SPEC'IFIED 0. AN .11 P1'JF 7FC'C`,S DI;~IG?d BI_''I' AN ALTER' dATIV'E ItEB Y . BRACING METHOD IS DESIRED T-BRACE APPLY TO EITHER SIDE; OF IPEB OR NARROIti FACE L-BRACE AHCP \C'H WITH 16d N ULS A'P 6 O C. I ? i i BRACE IS A MINIMUM 80% OF IVES 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 BEL,OIF MADI BE CONSERVATIVE ~J FOR MINTIMUM \1,TERN_-TI\ E BRAC'INC: RE-RC\* DESIGN EDITH APPROPRIATE - BR,ICING _ I'-BRACE; L-BRACE WEB MEMBER SPECIFIED C'LB ALTERNATIVE BRACING SIZE BP,AC'ING T OR L-BRACE SCAB BRACE __X3 OR 2X4 I ROW 2X4 1-21 - 2X3 OR 214 2 ROWS 2X6 2-214 2X6 I ROW 2X4 I-2X6 2X6 2 ROWS 2X6 2-2X4(*) SCAB BRACING: 2X8 1 ROW 2X6 !-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB 2X8 2 ROWS 2X6 '-2X6(*) NO MORE THAN (I) SCAB PER FACE ATTACH WITH 10d OR I28 ~3'GtiN SCAB BRACE NAT' AT G' O C BRACE IS A MINIMUM, T-BRACE I .-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE 80:o OF WEB MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON EVGiNEER 3 SEALED DESIGN CENTER SCAB ON WIDE FACE OF WEB. APPLY (I) SCAB TO EACH i FACE OF WEB. I 410~11 THIS DRAWING REPLACES DRAWING 570,640 P r n A_PI HA cL -HI1PINT, Ir Lu e PSF REF CLB CIIS- T. C DI ~I HDIF? AT c . FIJ~L e - T~i T u.. • r P I PD, T TDHJ I; E r~ADi oN A ET r r.E Rio TO ?F ,Na OF SCOTT L. PSF DATE 1 / 26 03 '711) DO P I 0 HEFA - Ip rA TIP H HALL HAVE °P .L ATTACH D -IT TDr -HA E r AL ED CEILING • SCHURWAN EX J)L PSF DRWG BRCLBSUB110:3 Pil I COPY OF THE DE INN T. INL L A f?nl ?P P CTOP ALPINE NGINEEPED 0612;02:06 53031 ` ALPINE ? L,.T Y anti r u 4S )L n ~aE F IL P',SF -ENG NILIII1AR SL 'LID IP TRUSS IN IIFO MANE d[ H) TPI ABP, ING HANDLING SHIPPING N-TALL NG y O p , FPS. N- F J FS DES rN CCNTGPH W Tr- LICABL ,REV;>GNS ?F ND NF ?NAL DESIGN ~Fl T~ G AF'-PA) AND PINE CGNN T?, oLA APL MAL OF CAA cW,H/ F AS-M A652 GRA E I 1 LL. PSF V r o <w / SAL EL AP Y PLATE :7 EACH A OF I. RLES AND, IWLE GTHE WI _a arED ?N THIS DELI N PO I P. 1I M PE DPA NGS 1 D4 ANl' :N PE:TION ? PLATES FDLLEN/ED BY I) SHAL_ J t~ ALPINE ENGINEERED PRODUCTS. INC ESE ANNEX 113 OF PI 2702 Er. 3. a LAL ON H DFAIIN6 NDICATE AC EP ANLE ?F S~ R. FAC. POMPANO BEACH, FLORIDA P Pl~FFSSFDI,AL ; ,IN G PESPPNC BIUT' DOLE! _EP THE IPUS COMPONENT DEStG SHOW" THE ABEL 4W iJS ? THIS 'MP?NEN': GF A',' ILILDIN~ _B 71L ~E.,PGNS7 BIL ITY CF THE L' C.niG DEE LNEP _P ANSI ) I _EG. a L ~A~~SPACING IT, - ~I HPUc iu ILI 1 111,,(E • (I, 2v1 1. 11 1A(I: - `\I I PH l ( 'vG 1, LIP I.1 - ul L ABACI ~I'.A('IAG `I'!S(I1,~ GR.AIIF. Nltdl'I:' GNOCI' A_GI-_CP ki rRO lp A Glt Jl'1' R Gh`_Il-1' GROCP H (J1,10(1) _A'(1120FI' B G[MI.-P A:CR'IL-P 11 II G 10 i 0 8 t - 8 I 8 I II 1? 8 1i I II 0 II 0 HR A('IXG (I.O~F' -11I(II:~ 1\I) CF \I)1;_. JO C. I ( 8 1 8 1 9 8 ) 8 12 7 I' r II 0 11 _ 3 0 [ 1 C t 8 0 8 0 9 B _ 81 _ 12 6 _I (j _ I J 0 1 1 p 'I Rl'('I_ L II-: III:,\f Ift 1 - I) I'D 10 3 3 ~6 I - C L 7 3 ) S I D TD 10 9 _l l 0 I I 0 - _17E I STAN PIPDE RD I l~ 1 1 vn' - r 2 8 L_4 1T: 6 6' 1 10 G 3 L8 1 8 3 9 A ,-10 , I _-1- LI2 0, l} 0, 1 1-l 0 III 70LC LA:, P11 LARCH UTHER.N -rUD a t G G B 1 e 8_ 10 1 12 8 I o 1 0 1 u o' I _3 1 „3 _ sTun =rLU t 1DDaRD 3 11 5+ 5 4 I _ t I J G 9 1 0 I t 0 1-1 0 ~4 0 I + G. -~,I T1ND.IRD `Cl\UARD ~--a _ 7 0 F. 0 _ 3. II 9 G I I 1 ) t -1 1 0" I+ 0 1 -1 0 _ i---1 I 0 ~I III II -3 4 3 1 r G 7 G J 3 _ 9 3 j 11 t 11 I 11 0 4 0" 11 0 1 la 0 u I 1 1 1 L I 1 t -l 0 W TANDARD_ T 5 G s 5 6 B' t t 1 11 1' 1 13 3_ I o 1+ o GROUP B IrC D- 0 0` I__ 10 r 8 9 3 10, D.. 1 L' 1 - 1+ 0 L+' 0" 1+ 0' runt Pia 11 11 1+ o 14 0 , 1+ 0° 1 1+ D' -4 10 i - t0 8 ..19- 3 10 0 11 1 1 11 1.}.. 1+. 0- 1-4CA II 0~ 11. 0 ! III I .1BTR ; 4. -L^ r H3 4 87 FI ! B _ 9 3 9 9 I, 11 L 1 8~ 1 0' l) 0' 1 0' t# 0 1 1.'" F TL D -F 3 3 9 9 1 11 L IF B L-1 14 0 1 1 L 0 1 0 I SOUTHERN PINE DOUGLAS FIR La RCH STANDARD 1 -I 3 7 - 13 8 8 8 tl J 11 1 13 ' _L3 J ' 14 0 -1 +iO - - ( 8 10 10 :0 G 1 G L+ 0 1-L 0 1-} 0 It 0 L - - J -4 10 '-8 r a 1 102 t0 _ ~ t _ _ 2 1-4 0'j 1 1 0 L 14 0" ! I+ 0_~ IUD _-I tO 8 8 710 ' l0 1 12 I, 1-I 0' I 11 0- i 13 0' I 14 0' j C _ .TAN D.AHD i_-1 10 9 9 9 9 12 2 i 12 > 14 0- 14 0LA 0 14 0 - ° L _DG J t0 LI 0 12' 2 T1 3 L 1-1 0 I 1 I o t o Ia o GABLE TRGS.9 DETAIL NOTE: a 8 9 3 10 11 0 _1_2 2 l 1 ~9 0 1+ 0 I+ 0 1 14 0 Ln LOAD DEFLECTION CP ITER v I~ L 1D. _ 8 8 10 IO 10 J ! I_ 10 L 1 0 111 0 !3 0 1 1 0 t0' DC UI'L II f CO Y.Y ECTIO\ FOR ~5 PL" 0' Ea TLD -F 3 10 10 9 L_ 10 l 1 0 _L1 0 1+ 0 1 0 oNTIVUOL BC RING PAP TO DEAD I].D; 3 r r 10 0 -G 0 I A.NlU\RD D L i4 0 _ 1 4 O -1-4 0 0 CABLE CND 3LII'POR'"R. L0,1Ii FRG)I 4 0 {ll 0 TLOOKERT WITH 2 0' MITRHANG_ OR 12 ABOUT Y'. F :WCOD 0\ERHANC. i- G - - GABLE R .;0 T__ y ATTACH EACH 'L BRACE WITH Od NAILS OR BETTER FOR (1) BRACE . PACE NAILS AT 0. I DIAGONAL BRACE OPTION-. - !I IN 18 " END ZONE AND + O.C. BETWEEN ZONES. I©/ I 1 (fl FOR (2) L BRACCS- ACE NAIL AT B' O.C. VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 11 * IN 18 ' END ZONE_ AND 6 0 C. BETWEEN .,ONES. BRACE IS U ED. CONNEC BRACING MUST BE A MINIMUM OF 607 OF IVES DI.A,ONAL BRACE FOR 5E0'~ J 1 EACH END. MAE WEB 11 G RA CE k* 11 4fEMSER LENGTH AT TO'PAL LENCT.i IS 1Y 1 ' 2X4 STED, :3 OR I ! 1 GABLE VERTICAL PLA'PE SIZES j DIAGONAL VERTICAL ENOrH I NO SPL BETTER ICE e ( BRACE. SI`GLE 18 1 ` s \ IPI THAN 4' 0 LR4 OR 2k8 VERTICAL LENGTH SHOWY / IN TABLE ABOVE i0R DOUBLE CUT J C\ GREATER THAN 4 0 BUT 2X4 h.,.5 THAN 11 6., (AS GHOIYN` AT I ~I,,y' Illl 1 L PPER END Jr REATER fH4N I1 4 i1 1 ONT T' B RIN % REFER TO COMMON TRU _ DESIGN FOR ! 'CUS PCAn, SPLICE, AND H EL PLATE coNNecT DIACO AS AT REFER TO CHART ABOVE FOR b(AA CABLE VERTICAL LENGTH MIDPOINT OF VERTICAL WEB. tWAFNING~r TR~cSE~ REOUIP.E E%TPEME CAFE IN FADPIEATING. HA110LIN6. SHIPPING. INSTFLLING AND eAAC~NG. aEFER TO 5-1 _2 'FU LDING c?I,PHNEHT ;AFECV INFGRnAnHN>. fueuSHED el rPl (reu_S REF ASCE, 02-GABI0030 PLATE INSTIUT 583 DENOF 1? DP.. SUITE - SISO 1. 5-7[?' AND TCA -001) TRUSS -aurclL Er E 1 C, SID I RISE L DIO S371, OP FEr' CTDOE PRIDE TO PEEFORB IN; DATE 04/14105 SE pV E OTIEFILSE 1 Dlr p 0 CHORD SHALL H E RO ERLV ITTACIES CTJR P L D FDTT D.D A PPOPEPL ATTACHED IG1D CEILING, DRWG A10030EE04D5 I ? Tl- FUP 1 COF ODESI TO iALL T!O ? Trc C.O.. ALPINE EIGI EEREL ALPINE PfODU' lur SHALL -^IDT ED E HNZISLE FOP AN, DEVI TIO PROF TELS DESIGN; AT ( ILIPE -ENCT BUILD THE i C] FORT CE lI D. BPI. TI OL NU. SHIPPING, !N„iALLII,G E C G DESIGN IU C - ~Ii C ELE EO 1 -DNS ? D. NATIONAL DESI15N SFEC. 6 F r U PINE CO L-OR PLATE- E MADE OF 20 /16G (W. s- AST, A65S GP.ADE ID 60 Iti FIF APPLY (LATE D EA H FACE OF ,BUSS D. u LESS DTHERWISE L?CA-En. MAX. TOT. LD. 60 PSF' ALPINE ENGIN EERED Pft000CT5.INC_ I? t IS L :IG EP OP c0 I P C IG OF ELATES FOLLOWED B (11 SHALL EE Ef pF TP I. 2D[ E a E G THIS ]P "I G IVD ICa TES ACCEPT. C OF POMPANO BEAC H, FLOR IDA PROFESS ? E UD NAL EEPI G E FG -ITV ?L-L OP THE TIUSS COMPONENT DESIGN SHOWN 'HE SUIT BILIT r B U -,E HF THIS ? E .T F? nL E_LDine I'~ THE PE-IPONSIDILITI G. THE ELILD,IIS ti~,1111ff DE.,ITLE- rEH Asl,P, _EE I~ ACING 24 0.: C) O h * SCOTT L. W o6 i=oy6 SCHURWAN ; 53031 % il.l: 1 :PTIZ'-vJ. ['I; ~ILI',.: w;yIBha; \ I:R'I Ic \I I I:.\ j1AI RF'I'ITI v I((II - I A'1'h: II' I'I,AIT~ ItI,ISYI~CIlG iF.Da I r~~ 111\N 1 0 ---_-1\-I. OR 3\ i \8 (I I A'TL:I. 'I I IAA J- 0 HIT °S I 'S8 ';'OLA' VII TOE :UI. IL 7 THAN I1 G IT CRD.\TER THAN' IL G _ $S-I 2..-i\8 '.1 - REFER TO ESGINLIRCD TRC. DLSIG FOR PI'.VN - ~ _[LICE WTH .~ND IILEL PLA CD~.. ' - - - BLR_. ' ~EtACI,6LPLAITG 'TOA ISI NTTHEOWEBLAP U9E :A TO CONVERT FROM TO T REINFORCII G MEMBER_. ) M ULC" FACTOR B L AI ON CABLE _ T 1 I, I VERTICAL 'PECIt GRADE AND SPACIN'CFOR (I) ~l ESANIPIR, 14 'rS-4 L BRACE. CROUP :A OBTAINED FROM THE GABLE I,r-~v, Ali APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LR. AL I! LENGTH LLI 8 BCC'I WIND LOAD. T) P. - t1VA1NILM ALLOWABLE T REINFORCED GABLE VTi:RTICAL - LENGTH L~ 1-t' FROM TOP TO BOTTOV CHORD. ICTH 1!. 1L I, C. Ai_l'RE',~1,_V I ~ t`i.~ _L, ~VVED IJ ~I I WIND . PEED ~ T REINF SBCCI ASC EI ' AND MRH MDR 'IZL ~0 - - - 1 10 MPH 214 L 10 - 1 - 1 C li 5 F'r 2,6 10 110 MPH 2,- IO _ 7 30 FT 2 C, _ 50 00 - ITTL 1nC .PH ,'i LO 7 7 15 FT I: 2r0 DO ~ 50 100 MPH 2S4 _I 10 IT 30 FT 2D6 _ 40 40 2 0 MPH ..4 20 .0 10 fi 1 A PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON '[HE ENGINEERED TRUSS DESIGN . ~ ~ ~i 15 FT 2s6 20 40 _ ATTACH EACH 'T' REINFORCING MEMBER WITH 90 MPH 2x4 10 LO RTt,ID SHEATHING HAND DRIVEN NAILS. j 30 FT 2s6 ~ 30 7 50 e it A TOENa[LS Od CO MN(0A 'TOENAILS AT Y' O.C. PLUS (a :Gd COMMON 'TOENAILS IN TOP BO MPH 2s4 10 7 0 I~ AND BOTTOM CHORD . 15 FT 2~6 10 o % T- GUN DRIVEN NAIL? 0 131' 3 - 80 MPH xi 20 7 0 REINFORCING-' 'TOENAILS AT 4' 0-C. PLUS (4) TOENAILS IN 'TOP AND BOTTOM CHORD. 30 FT °s6 _ 20 40 MEMBER YO MPH 20 THI" DETAIL T B USED WITH 'THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR R"r1 tl ND LOA D. 15 FT 2~6 0 70 ! 1 %7 4'CE 7-93 GABLE DETAIL DRAWINGS 70 MPH 3z.4 10 20 GABLE TOENAILS 30 FT 2S6 10 _30 TRUST -FACED AT AT 3115EN.103 A130;5EN1103, A0901oEN1103, A08015EN1103, A07015EN1103 I - I a O C AJI030EN1103 A10030EN1103. A09030EN1I03, A08030ENI103 A07030ENII03 11 EXAMPLE- ~ ASCE 7-98 CABLE DETAIL DRAWING-` ASCE WIND SPEED = l00 MPH A!3015EC1103 A12015ECI103, A11015ECI103, A10015EC1103 A08515EC1103 MEAN ROOF HEIGHT - 30 FT I A13030EC1103, A12030ECII03. A1L030EC1103, A10030EC11O3. A08530ECT103 GABLE VERTICAL 24 O.C_ SP ;='3 S3CC1 GABLE DETAIL DRAWINGS 'T REINFORCING MEMBE_. SIZE 2\4 311015EN1103. S100loEN1103. 009015ENII03. 3080,oEN1I03. 307015EN110. 'C BRACE INCREASE (FROM ABOVE) = 10e = 1.10 S11030EN1103, 510030EN1103.. S09030ENLI03: 308030ENI103, S07030EN J3 1 2X4 'L BRACE LENGTH = 6 7 MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH -I TO ENa[L3 ~ SEE APPROPRIATE ALPINE GABLE DETAIL (,ASCE OR SBCCI _ l 10 x 6' 7" - 7' 3' CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 'I 'JERTICAL LENGTH. 4C'ES DRAWTNGS GAB9F 717 876,71 9 & HC26294036 4 P v E E iF CA N AEP a N IAN L N H7 C NF Iv TA L r1 D I III c IT ,T AFFr [IF[] PU I HE rI REF LET TN VERT I T n IOF. IL'E DIS01 %J1 -TI A D TC ?OOC 1" C7 , 11 OF .E ? a I I O F T F oP ? • Q DATE O J/ E 6 O'i TF1 E FI)ON '._HLE _ F L bANCT-D OF r D -HAL HA 1 RO PL\ AT 1E7 ,A _ _ TPJ- UPA1 Nl FETTOP1 H? '.AL' HA E A POPE-'L` AT CH[f PI~10 C~LINC. h • SCOTT L. DRWG GBLLF rIfE1103 h POE TAV UF, I 0 H ES- TO INSTAL ATroN CLNTRaLTOe. ALPINE EN IIIEERED SCHURWAN ALPINE PPDDLICTINC T AL NF BE P Pot, eL o AB DEJIA , F NDLI THIS DETIee ANA F LLP TO 06R0 . 6 • -EEG DL,T/N EUILC HE T IM 'INFO r:ANCE TH IF'' 7F FABFICATI'uG HAN?LINT. .,HIPPING. IN.. AI 'v ~77 • Lu ~ FR4COTG Al- OF T E I COPFO M. ?1 N F LL.ABL O FO1 ?F NHS IL . E -(G'' SPEC. O ~ 53O^1 • w a LPA A 'D P 4L INE ' ONNE 7? PLATE-. APE nADE ?F 20 2V1 '1I9S.1 I' A cw.., - AS T.1 A 5 .aDE as o :V F H AL V S TLEL APPL ATE O ACH ACE ?F ?RU -S AND, UNL OTHE WISE LOCATED i'p~ 10T. LD GO PSF ALPINE ENGINEERED PRODUCTS. INC. ON IS DE [ POS TON ER DRAWING 760 AN, T PEC7 ON F PLATES FOLLOWED E II SHALL POMPANO BEACH, FLORIDA E EP aN1 h OF I,I I 702 SE A SEAL ON THIS PAWING eDICATES ACCT TANLE OF 60•n/~~~~• T. FAG. ATIY OFE__IONA N Ir'E L1 FESPCV I TIT.' ? E v FOR THE TkL JS COMPONENT DE- N SHOWN. THE V J • LIT:.- 11_Il IN D E F H > C71tPO TErIT F']. N. BUIL LINC IS THE RCSPONSIBIL;TY OF THE BUILDING 0j V. n E T,NPP EP AN, / •~~~~0 SPAC'iNG 24- 0" ~~++++r+++ltttt r lI'f f 1 V rr I I - KDG 1) J:XP C ZTi 11JI) T(,- [ _ 0 1' 1[ID B~ 0 F: F _ PE-\TF , -I T[ _ <r RO OZ _)E ? C. TI 1 3AC'I= T ',I ID _,I IT D 113R X-11 I'f='1'3_.C P,TOI DI.' [R AG~ \ER C 0 (S'EE L)772\11, ~<NLOIIT OR 10" V ?H 3 SECO R'I''ID, 0 ''I' !\IL A',? I CT C F, 7 98, RE_ ER TO D:" \IIVFv~U A08\OE v\~)9) CL\Ell BLDC. LOC A\I_L;D AN' WHERE `.I ROO , I=~.OC. A.~ E`~P C. WIND TV D A.0 PSF. 1T_[ND BC D~=0.0 PSF GREATE'_ -;AI: 7 6 TO ? C k'AI: PROV:D E 1 2 X C) TIF 1 AACN AT MID -HT A'D BR 1,_ E LATEPA CHORD BRACING REQ% _JIRENi ITS "O ROOF DI D: IR.A 3d EVERY 4 0 (SEE DETAIL BELOW OR TOP CO dTINUOLS ROOF' SHEATHII'41":R ER T_ __RWC A08030EN0699). BOT CO ITINTL?OC S CEILJIK, DIAPHRAGM EE "NCINFER ='E_-`.LED DE ]G'v' REFERI -.I_ .1G E S ID -`.IL FOR L IBER PLaT ; \'D {ER I \R\`AT[\d T 1HO1F[': OI` TH.S DETAIL aII-,S I O'l C O-MMO i (O [49 X2 ) 0 R 0_ 12-) ~M Cry: `'_ALL.S T 2X4 BLOC'I-INC; ~1\ I NAILED TO / I 4Y SHEATHING AND 24 NIA EACH T RUS5 TYp) ( H - OR BETTER A` DIAGONAL BRACE ATTACH EACH END FOR \0 j i I US BEARING 2X6 ,,-,'2 STIFFBACh ATTACHED TO EACH STUD ti\ 4 NAILS THIS DRAWING REPLACES DRAWING 59469\E 1 !G PL ue ~TFEIiL F I LLtvr AND t~ -N~~~~~ ~i,ij P REF GE N CIA _ ? L I 7u I L HE TF :1 r r - 010E .ID D' Ir ~Ci 1lA i D w EL wT E - r DUTC_ • ti _ - - E 1 4L1 CN I I CT I= F ? TO PE FOP'11, ~~6i ,'L~ j ` Ti i EFi . [.IT'~L d L DD[ B TOF N D L 'A ,E P' -FE'-" r _`+EL • ~ ~ PS,F DATE li C /.VJ 60TTDr CHOPL P LL H~NE E E H ED PIG,L C LING ; SCOTT L. • 06 SCHURWAN icy PEE DRWG cDLBRSTCIIy 7 PoRraNT H ToP, I'. TH BE cN ? IN LT orl N PArroP ALPINE ENGINEERED ALPINE E PE IBL Av E i D ClI- BE IGN, AN FAILURE TL D 53031 I'SF ENG JP/1iAF B ILA THE PD IN EDNFOP,MAi1:E WITH T OP FABPI A 1NG HANDLI C H7P ING INSTALLINGA nG E - ES. DESIGN LONFDRMS WITH A.PLICA L <0 DNS F NOS NATIONAL DESIGN ,EEC, ~ • 6 AFQPA 411p TPI Al. [NE C?NNE'TOP PLATES ARE Nq E OF cU:l_/to~A iW H/S h1 Fl>TM A--' GRADE G \ PSF 0 Twl H AL J. EL- APPLY P. ATE O EACH F ?F PUSS AvO, nLE S O7HEEwCSE LOCATED i ALPINE ENGINEERED PRODUCTS. INC UN THIS DE N. POSIT ON PEE DRAWfNL,., tTa-Z. ANY 111E C nF FTAT,S FOLLDUED BY (D SHALL ~ DE £R I AS D T ] 200 3C-. A SEAL FN T1. DPA lKG INDICATES AC` EPTANCE ?F +~f`~• Q/JT p POMPANO BEACH, FLORIDA FDFE"SSIONAL ENGIN_ -NG ..ESPONS BIL TY SOLELY FDF HE RUS LDMPONEN DESIGN SHOWN. THE 10 vs~ n( *s ~ 1~ 1. AX° F SP~`C,ACING 24" $ DEJ.STIGA BiNELP[„ . PER AND ANSIUSE OF THIS 1.0 .PDNENT FOR ANY BUIL_iTG IS riE RESPONSIBILITY DF THE BUILDING /TPI 1 SEC . 7_ . ~~i r -(II \I 'L I'.2\CI (11 '\I 1H \,I :\I BI `CI '\U 1 Bn \(1 - - x (2) L lilt \('h: ~P-ACIA'G ~PIiC'I h'.~ II Il VIII: 131'VC4~ 1: lm( A (IROI-I' B GROI-1' A,(;], l' I3 GH041 A'CROIP B I;F ll"i' A'G7. JlF L4 LI1:01 P A (1 te0eP f3 d Illaclsc I; Loo I II'rc IL, D c RAP I 3 D It - ` l _.8 9 _ 8 i 10 1 0 - 1 3 T 0 I 0 - I J _ G 9 _ d 7 _ t3 _ 10 10 -2 I:i ' I 0 I I G 1 - \ C'L-- III \I IP III.\I F112 \D\RD s - r 9 - 7 d e _io to i1 a -14 n 11 o n o = -PRt - I _ I\ND II_D' :If ll -1 _ 3 9 8 9 1 _ LO !1 0 f3 11 0 _L1 0 I I U } 'IlD - --1 ND,I,U I G _1L _ 1 0 L8 > 1-I 0 II 0 _ II 0 - - 0 1-1 '3 1 3 ~C,_lf i_ G L1 B j-0 0 10 t0 J -11 13- = ti 0 II 0 _ l-4 0 1 II UOLc4A 1 3a uacu oLTHC3\ PINE -~TAS RD II__ 4 ___.I 5 LI 110 78 10 7 10 1 LO 2 LO ( 12 2 I. t2 2.. ..--L 4 0' L I 0. y ,TLD I 8-3 _j 14 -4 18, -_II , 8~ 9I-9 I1- 8I I 8 1-4 0.._1.._1 l-t 0 I_ l I 0 ~l fl IaND,\RD I- - ~f:1ND \RD- J - II 9 9I1 8_ l I B I 0 I{ 0 1-I 0,. 1-4 0 - GROUP B I ANDeRD -1 8 r' 1- 9 4 11' 8- 11 8 iJ 0 11 0 1 4' 0-T 14 0 I~ kl 6 3- 1 8 3" 1 11` cO g' i 10 1L 8' 1 1-i 0 14 0 14 0 j 1=} 0 111, HEM-F1r. ii D _I 8 2 8 11.__..9 9 10 7 11 d' 12 7' 1 14 0 ,j 1k 0 I 14 0 ll 0 I~j 1 C aCR 1 L I~_ ! 11 8 3 _ 8 G- 9 9 10 0- 11 8tS` 1.. I 1-! 0 _1 14 0' i 11 0I~1 t4 0 _ ;..1j III Li f STUD 11 8 3 8 O 9 9 l9 4~1 11 B L k' 14 0 10 0 14 0 I Ft G Ij 90U'CHERN PINE DOUGLAS FIR-LiRC71 IaN D?.RD L 10 1 9 7 3 1 9 4 I . 1C 9 11 1 111 i0 l3 3" 14 0- 11 0 I- 14 0 14 0 '11 I. -I-I T 71 1 D 9 L 9 l 10 9 LO 9 1' 10" 1.. 10 11 0 1 4 0 I- 0 1 4 0 J 1 r 10 9 12 1 t 2 10 -_l l 0' 1 4 O. 1 J' _I ~aND>RD e a s o olio 9' I> o 2 10° o 1 0 -i1 0 0 G:~GLE TRCDT! AIL ?do'CC~. _ -1 o 9 1 - 9 10 10 9 I 712 100 1., to I -I o _14 o 1 t 4 0 1 4 o - r -2 131 1 9 3 _ 8 - 1 ---.9 10 10 9 _ 1.1 + I 10 1 CU ~l ! 1 0. -L -t F 0 I t OE InT LOAD DEFLECTION CRITERIA I, L. 210 . - - RO'IDE UPLIFT CGNNECTIOSS FOR PC PLr ONEP --o - L L LD D ` - 0 9_ _ It a - 10 3 G 0 _ 11 0 C 0 1.1 C BEaawc IS P3P TC DEAD I, aD _ ~IAND~RD D 3 8 .3 8 J IO 9 11 1 13 10 i 13 3 1N- 0- 1T 0 L-t 0 f'4 0 cAB[ F END SUPPORTS LOAD FROSI 4' o' - ~ S1\IM OUTLOORERS WITH 2. 0- 01ERHANC. OR 12 ABOUTI~ iW%OOD OVERHANG. AT CH EACH 'U' BRACE WITH IOd NIL u CABL2 TP.I,gS _ ON BRACE: Pa 'F NAILS \ 2 0 2. \1 r2N CR BETTER 1 % DfAGON,aL BRACE OPTION r T FOR 8' "L ND BZONESRACE AND 1 SPACE 0.' N-A[LBETWEEN ZONES S AT O IL-1 IT 3 O.C VERTICAL LENGTH MAY BE I F' . DOUBLED WHEN DIACONAL ,LB N 18 END ?ONES AND-6 " O.C. BETWEEN ZONE__ BRACE IS IISED- CONNECT ' l.' "L DRACI \ Al1ISL BE A MINIMUM OF 80:. OP WEH DIAGONA;, BRACE FOR 180= I, 1 AT EACH END. SIAX WEB BRACE # r~ MEMBER LENGTH. TOTAL LENGTH 11 14 ' 2sa TuD. ;G oR GABLE VERTICAL PLATE SIZE ' BETTER DIAGONAL, 'ER, [CAL LENGTH NO SPL Cl 1 VERTICAL LENGTH GHO„N ! BRACE' SINGLE 18 1 _ LOS THAN i' D' :X1 02 \ IN' 'CABLE ABODE OR DOUBLE CVT / L_ - RPATER THAN a' 0'. BUT; 2\4 f ATE H 11 6" (AS SHOWN) AT 1 n F, GREATER THA L\I UPPER END TT It' " .'LIN'CINUOUS BEARING, - 4EFEP. 10 COMMON I'PJS,; DESIGN POP. ' PEAK P' CE, AND HEEL P..ATES y CONNECT DIAL NAL AT REFER `f0 CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. ji, MIDPOINT OF VERTICAL WLB-HE CARE -FACINGNGREFEFR`OS6CSI t-01EBCILOENG COIRONENTASAFETYIINFOPHATION,, PUBLISHED BYTaTL'ING-USC REF ASCE(-02-GAB1O017 ELATE 'NSlITUTE. 533 C ONDFR IO DR_. SURE 200. MADISON, w 5_719, AND v !WOOD TRUSS COVNCLL OF AnERICA . 5300 ENTERPRISE LN. NAD,SON wl 5-,71P, POP SAFETY PRACTICE-PRIOR TO I -FOenING DATE 04/14'05 THESE FUNCTIONS. UNLESS OTHERV ,E INDIrATED, TOP CHORD SMALL RAVE PROPEPET A 'ACHED / _N P S l,cu. PANELS AND BO'i0 p 0 SHALL HAVE FPO. ER ATTACHED RIGID CEILING _ PRWG AICOISFG0405 p T.. FL2NUM Locr OF THIS DELI To 1 ALL n0 area Oe_ ALPINE EIKANIEBOD - PRODUCTS. IN SHALL NOi BE ~ESPO IBLC OP DEVIATION FROM T 1 SIG AN FAILURE TO FNG AN, BUI C TIE PUS I CO FORNC I PI DR BPI Ai G. DLING. S 1. 1 G, TITS, L . RAZING OF US.E DESI N ? FOP IiT PLICAILE lBO UHl 0 D TIO L GE 1 SPEC, 1 ? \ EY F' ND TFI. 'LINE CO ECTDR PLATE RE MADE 0 1R/16G - S F. A SUM A6_3 GRADE 4D 1 - ,P G L STEEL . APPLY PLATE' TO EACH FACE OF TRUSS D. UNLESS OTMERVISE LOCATED MAX. TOT. LD. GO PSF 11 1 ALPINE ENGINEERFD PRODUCTS, INC. O~` PERDEIGN, POSITION PER DR I GS G -Z. A NS PECTIC 13F PLATES FOLLOWED BY `.I' SHALL POM PANO BEAC H, FLORIDA nE ANNEX A3 OF UPI 1-2002 SEC. 3 A SEAL ON THS DRAWING 11101CATES ACCEPTANCE OF PP.OFFS~IONAL ENGINEERING RE--PONSIBILI'Y -OLELY FOR THE TRUSS CONPCINENT DESIGN SHOVN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BILL DII~ IS THE RESPDNB191 LI TV OF THE PITLDING DESIGNER. PER ANSI-! 1 SEC. z 4 , IIf 1 SPACING 24.0' Q'I .......0 0.6 C3 . so O-. SCOTT L. • 06; 2Z/ma SCHURWAN ; cr- 0 ; 53031 ' w p: w. 6tv 1! I 1 0 \1111[ iol I AIL:A Irl'I' rC i 0? ( :,I'.~ TI.:A_: -I T, 0 .~Tf- D 131"Wf _:C. LI'gl _PI:D cl,M~FD BI,DC= LO(WTI D _A~a 1111,K1'. I ROOF CVT It L;A? C M. 1) 'I'C PSF 1'-1';D M Dl, --5 0 PSI' II GRA'.'l;P 'I I I`', I (i TO 7 6 1?+ LICTH PROVIDE V ?SG 'TIFFB.y-C'1y .-A'I' \IID-III)I~IIIT \::D 3R_ACI' Il17I? 1t"1 LATERAL CHORD B'~_U I G RI Q[ IRI \II :'I'~' TO ROOF DL\PfIR AG\I I'\ EM G O l'I' DETAIL BELOW OR 1011- C ON'M [ 01 ~ ROOF SHI A I L[II. G REFER TO DRAM :G \1 00: OL'E0 1035 BOT: COi,lTlN TOC`S C'EILIP C DIAPIIRAG\d FI GREATER THAN 7.6.. TO 120 NIAS. FE L ~GI.I'ER SEALED DEPICT`, RCIER~:' MG TIILT DE'I-AIL PROVIDE 1 2\G STIFFDAC'Ii AT MID-HEIGHT AI~;D BRACE FOR LUMBER. PLATES. AND OTHER ll~ F'OR\IAT[OPi NOT SH01tiI TO ROOF DIAPHRAGM EVERY 4 (SEE DETAIL BELOW OR ON THIS DETAIL, REFER TO DRWG A10030EEO105). JAILS 10d COMMON OR BOX (O I4-8 5 3 MIN) NAILS OR OPTIONAL, 2X L-REINFORCEIMENT ATTACHED GUN (OA2-D S 3-" min) NAILS T(O1.STTIFTB3Ch \WITH NAILS 10D BO_X OR GUN ( 6 O-C- 1 -i i i °_S-I 3LOC!Af::c AILED TO \ A3^ _'EIE `iH1 NG AND -W - 24 >Ivv T)P EACH TRLT-~,~ 1 ~T ! l~ I~ i 1 w 2Y4 STUD, _-3 H j ! OR BETTER DIAGONAL BRACE L ~ ! ATTACH EACH END FOR 760 j Li o CONTINUOUS BEARING 2\6 :2 L~I FFBAC'ID ATTACHED TO EACH STUD W (=6) 10 D BOX OR GUN (0-123' F 3" IMIN.) NAILS. THIS DRAWING REPLACES DRAWING 59469/GE R. -AmNG-. TRUSSES REOVisE Ea-PEeIE EaeE U. FARPICanNG. HDLING. SHIPPING. USIALLIIIG AND TC LL PSF REF GE WHALER BRACING. REFER TO SCSI I-)- ELILDING CDHPONENT SAFETY IM'?RANUATmrc). PUBLISHED BY TPI (TES_ PLATE ;N-TITUTE. 5=] D'DID FPIO DP-, SUET[ 2eF, MADISON. vl. =3719. AND VTCA (`/ODD TP,US: COUNCIL DE IC . 63OG E i FP. -E LlY, ADISD IT / DR S. E PRACTICE: PRIOR TO PEPFoOrl ING TC DL PSF DATE 04/14/05 THESE ~UNCT;0[43 LNL~SS D E DIC E TOP ZHGRD SHALL HAVE ?PEPL ATTACHED _ i D PD ? D PUFF L crr I BC DL PSF DRWVG GBLBRSTDO }OS ~ LPINE .I oR 'i F I G T D -,ITIl TD i IO D TF CTOP. ALPINE ENGINECIED D UCi C. L L ?i E E FO 1 LE -DR ANY l 'O F,? THIS E IG T FAIL Rt TO bIL TP BC LL PSF -ENG SJP'IAR TIC IN ']NF?PrvA E I 1 Cl F.RPICA I` CL5. IP 1 G. UST LLI D \ \ RA G ? E~ DESIGN ? OR aPPL[~n 6LE RO -IID of DS IDNa DESI - LC. v Y F D PI. ALP NE ..D ' E I" P TE< APE BADDF D. DGA S. > AST ADE TOT- LD. PSF AU'oG C STEEL I PL=TES TD E H 'EA CE ?F -'US' AND, LESS ?THC ul_E -DC-' 'ED ALPINE ENGINEERED PRODUCTS. INC C I D ES1111 POSITION PE lR I G DA 7 A- INSPECTION G PLA ES F?LLDW 1. >Ha LL POMPANO BEACH,FLORIDA "o, F- QNGIVE PIG 2E, D E'6 30L LID Dr IHE PArRYSS WN CDMPO EE ESEGNA LO N HE /lIlf, UR PAC BILI uD I SE F HLI~ COMPOVET FOR Nr a.,-LD_HG 'o H_ FESPO d IL. TY OF THE R..-_DIHC " lot DESI ER PEE AN I F SEC. " I M ACING 24 ,gyp. ~ C-i * SCOTT L. oe` ~no6 SCHURWAN ; w 53031 C) gyp : ; N A~LI,E (066475 /S_SH F i l l I n l a t e r 0 GE 23'3"8 Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER - , Ch Top chord 2x4 SPF 111,12 90 mph wind, 23.30 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPr- #11#2 anywhere in roof, CAT I1, EXP C, wind TC GL 6.0 psf, wind BC DL 5.0 Webs 2x3 SPF(S) Stud :Wl, W2 2x4 SPF Stud or SP 113: psf. See DWGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more (A) lx4 /)3 or better "L" brace. 80% length of web member. Attach wlth requirements. 8d Box or Gun (0.113"x2.5",min.)naiIs @ 6" 0C. 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= W1 (A) 8 8 ~ 0 5-0 0 11 10 2X4(A1) = 5X5= 0 L~j 8 1, 12-0-11 11-2-13 !42E 23-3-8 Over Continuous Support R=96 PLF U=12 PLF W=23-3-8 Note: All Plates Are 2X4 Except As SDeWign Crit: TPI-2002(STD)/IRC Q~F PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25. Q OH/ /1/1/ /R/- Scale =.25" Ft. 'WARNING'RU SSES RE ITT IR4 E% REME CARE I FA- CATION. HANELING. 5 IPP ING, 1YSTA L'NG AND BRACING • [ REFER TO 13[51 1 11 BIILOIN1 COMPONENT SAEET INFORMATION). PUBLISYED BY 'PI (IRUSS II E 'NS TI TUTS. 58Ln}. ~j T C L L 2 5 0 P J r R I_ F R 2 5 1 3 740 1 1 D'ONOFRLO DH 5I11 TL RJO. MADISON WI 13)197 AND WLCn )WOOD TR JSS CoU CIL OF ERICn, 6300 EN TERPR[SE p - - ,nolso', wl BnTS1 'ON sATETV EP N PRI R To eERr-0RINC THesE TuNr,T1GNS a or'ERWrsE 1NDICAreG. SC T C DL 1 0. 0 P S F DATE 06 /2 0/ 0 6 TOP III RD SHALL HAUL PROPERLY ATTACHED STRUC7uPA, PANELS AND BOTTON CHILI SUALL HAVE A PROPERLY AfiA, = AN RIGID CEILING . 5331 W BC DL 10.0 PSF DRW M0usR2513 05171118 IMPORTANT -URN S COPY C, [ DESIG To THE INSTALLATION ONTRACToR ALPINE ENGINEERED + • ~ T-- ALPINE GT RE M III S D1111 re Q. W BC LL O.O PSF MO-ENG Mu/PPH RUSS IN CONFORM CE IT.I TPI, 0. '.'0.I 1'1G - ILA L IN S 'PPIN 'STALL NG B BR CI G D TRUSSES DESIGN 0110 .S WI A P -CABLE RII-.IONS OF J (-NAT 0 L J 5 GN .'E 'Y AE51.1 D PI ALPINE ~ ~ ~ ? ~ • oNNE.IroR PLATES aE MADE GT zo/ B Is A a.l srM e a cR of o Go I+. R/ 1 LI srEEL. APa:Y TOT. LD. 45.0 PSF SE 0N- 78738 IN : LA E TO E H rC U TRU 5 rv] I1 NS ] T 'A' F LO CJ SI N T PAR JR. ING, 160 -i s , NY NSP CTIO OF rL E -ILL OwEO' S' IF E PER NCR Al O- TPUI "CO 'A' IS ~`,v -EA_ 1 CIJL~ CUR. AC 1.15 FROM PWG Alpine Engineered Products Inc DR l I IC A rP - CE OF 0.2, SS CON INFER IN R G'PIBI - ION 1E -11 11 CJMO cNT F - 1//\1I (a~ _p EdI 1] City, MO 63645 fi l DESIGN NG O E S I G I I I P E R O N _ I / T P I I SEC 2e O F T'I S CO ntPO ENT FOR ArvY BUILDING IS C R L _ P O N S I B ; L I T Y OF TIE f / l "0~'~, S P A C I N G 24 . 0 J R E F 1S 1 8 2 5 1 3 Z 1 5 ( THIS DWIS PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI(TED BY TRUSS MFR_ 066475 /SLSH F i l l I IF l ate r , O H B GIR 14 '10" Mono Girded Top chord 2x4 S P F # 1//,' 2 Eot chord 2x10 SP 2400f 2 . OE 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SPF Stud or SP #3 :W1 2x4 SPF #11#2: Nailing Schedule: (0.131"x3" Gun calls) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) - (LUMBER DUR.FAC.°1.15 / PLATE DUR.FAC.=1.15) Webs : 1 Row @ 4" o.c. TC From 74 PLF at 0.00 to 74 PLF at 14.83 Use equal spacing between rows and stagger nails BC From 20 PLF at 0.00 to 20 PLF at 14.83 in each row to avoid splitting. BC - 1245 LB Conc. Load at 0.40, 2.40, 4.40, 6.40, 8.40 (1) 1/2"_bolts MAY BE USED FOR (2) 0.131"x3"_Gun_-nails ON 10.40, 12.40, 14.40 THE BOTTOM CHORD ONLY. 90 mph wind, 24.40 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere Right end vertical not exposed to wind pressure. in roof, CAT II, EXP C, wind TO DL°6.0 psf, wind BC DL=5.0 psf. (A) (2) #3 or better scab braces. Same size & 80% length of web Bottom chord checked for additional 20-psf live load in areas with member. Attach one to each face w/lOd Box or Gun (0.128"x3",m1n.)nails 42"-high x 24" wide clearance. @ 6" OC. Deflection meets L/360 live and L1240 total load. 2X4111 3X5% 7X8! i0 11 8 ~ W1 (A) 0-5-0 T 4X6 (A!) 8X14111 3X12= 14-10 0 Over 2 Supports R=5147 U=626 W=3.5" R=5606 U=611 W=3.5" ~ Desi gn Cri t: TPI-2002 (STD) /IRC SO PLT TYP. Wave Cq/RT=1.25(1.25)10(0) 7.25.0 1 a0 OH /1/1/ /R/- Scale =.2" Ft. " WARNING - FRUSS. 'ZrQJIRE E%TR .e CARE IN fA821CAItON, HANDLING. SIIIPPTNG, INSTALLING AND BRACING • T C L" L 2 5 0 P S=r R E F 8 2 5 13 - 7 4 0 1 2 REF N TO 8 s--DJ 3UILUI-3 COMIO SAS INF OIiH ION PUBLISHED BY TPI R" S PI AIL S, ITUTE. 583 0 Oi 81O PR SU " " I -POO A11 S0 157%19 WTCA ( 000 TRUSS COUNCIL DF AMERICA 530'1 ENLE RPNISE IN, ~ FDI5On 15 I9) FIR AT F TY PR TI C PRIOR LO RF OR MI G HE SE FUNCF[ON S. UNLESS OFNE3 I E INDIC FED, • T C D L 1 0 0 P S F D AT E 06 120106 TOP CHORD SLALL HAVE PROP, RF1 A --T' STRJC,J?.AL PANEL`` AND BOTTOM CHORD SHALL IA Vt A PR O.ERLY ATTACHED WAN RIG :O CE ING ` - 53031 Z BC DL 0.0 PSF DR Mousazs s 06111119 17 0 RT AN T- -F,RNIS~H A _OPY OF HIS DESIGN O THE INSTALLATION DNTR CTGR. A 1 F ENGINEERED • ' ANY ALr'1 NE RLSS I O'FOR_NC WIT TFI, OR FABRIC ING. HA DLiNG,2C S H IPPI NGC INSTALI'NG 8 BRA CR NG aF TRD ESf O 3C LL U v I~JT I'IJ CIN V '1T'Y T~ 441 DEIGN GNFOR,S WITH APPLICABLE P2 ISI..NS OF .DO (NATIONAL DESIGN SP-E, BY AFBPA) ADD TPI. ALPIVi 10 LONNFCT pR PL ES P MADE OF 2O/)1~161(W H/S/K) ASTI A653 GRADE O/50 (W. K'H,3) GA-N. STEEL APPLY S • ~I` TOT L D 4 5 0 P S F J E O N 73974 PI RTES TO C. 4CEARCF TROSS AND "LESS O1 ERwISE LOCATED 7N TF[S DESIGN. PO51T1JN PER DRAWINGS 15OA 2. 0.~ _ _ _ NY IN5PE -ION F P,ATE~ FILL O..EC 8 ( ) SHgI I. BE PER u EI 13 of IPII ?0G2 NE. J. A SEAL ON THIS ` Products UR NG I D . ES ACCEPTANCE O F P R O F E S S I O N A L E N G I rv E ED N RESFo"I 1 L I Y SOL E-I FOP THE FRLSS COnPOrvENT , D U R F A C 1 15 F R O M P W G Alpme E3oftIlC M6Jb45C Bb~L'tNGH~ES .GNER PEN SUI TAB 1Ll r, AND u5E OF THIS CDMPONEGI FOR ANY Bu DING S THE RE SPONS,BIU rr of THE 18,8'8Y111~~~~~~~~~~ - SPACING 2 4.0" JREF - 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1066475 /S'_SH Flll in later, OH H 20'4" Common) Top chord 2x4 SPF 2 90 mph wind, 23.99 ft mean hgt, ASCE 702, CLOSED bldg, Located Bat chord 2x4 SPF 1///2 anywhere in roof, CAT II, EXP C, wind TC OL°6.0 psf, wind BC OL 5.0 Webs 2x4 SPF Stud or SP #3 psf. :Lt Slider 2x6 SPF x/1/112: BLOCK LENGTH 1.817' Bottom chord checked for additional 20psf live load in areas with Deflection meets -060 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= 10 3X51 3X5 10 2X4111 3X5 1 1 1 1 0101 Ti 2X4111 5X8- 3X5-- 3X5 (E3)= 3X8 (E3) III 0 ~ 4 I, 10-9-9 9-6-7 _I 20-4-0 Over 2 Supports -I R=1165 U=180 W=6" R=1015 U=180 Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT=1.25(1.25 10(0; 7.25. O H 1 1 R Scale "WARNING - T R I S S E S RF.CUIRE ENTRE CARE ; N FABRICATION, DI NG S N : 1 1 1 1 1 . 11S TAILING vO BRACI rvG • T L L 2 5 . 0 P .J F R E F R2513- 7 4 V 1 3 REFER TO BC I 1-U3 (BUI DING ~OM ONENT S FETY INFORMATION) POOL' HED IIPI USS I LA TE IN - JTC SBB • D A D I DR S O I r E z o o . D ao w l AND WTGA ( L L D Russ LDU u. eR es E I R P R I S E LN * COTT L i T C D 1 C . 0 P S F D A T E 6/ 2 / 6 MADISSGONN, VI SD 19) FOR SAI-. TV PR C ILLS S P PNRI OR i0 PE RF pkY G THE E eUNCT1CNS 1; L S OT.iERHISE 'NDf GATED, n C OTT CHORD SHALL HANE PROPERLY ATTACHED STRUCTURAL PANELS AND DL TOM CIO:3D SHAL VE A SRO _R~Y ATTACHED S _ RIGID CEILING. Z' 10 CHORH/AN • BC DL 10.0 PSF DRW MOUSR2513 06171120 1 L. IMPORTANT ELRNISM OPY DE DE51 Y D TIE INST L TION COR C-F09 A NINE LN INEFRED - 53031 : W - E ~O: 4' B V L L - J E' C I -IAiV Q E i U n P P H A L P I N E I CONFORM NCE WITH T 1. OR ABRI TING HANf LI I. SHIPPS 111 SINSTALL G 6 BRACING OFAURUSSES ~ DE51 N CONTORMS "H PPLIC BtE "S' I S1 ONE OF DS (N Al ON 0C"CN SPEC Br AF 5P 0 TP I.P ISE /~1 _ GAL PLATE PACK FACES OFADq UOE NDIB/ LSLESSW OTHERWISES LJCATED GNA TTHISO DESIGN. PCSI ION PER F E IN 5 1'o CA`Z. / S T E ` ' 0 ` v TOT L D / - -4 0 P J F S E N - I~ 7 9 Sl - NY I rv S P E " I L A pF PLAi.S FOLLDWEJ B Y S ALL B E PER 4 N x 13I T 1 - . . 0 0 2 Sf 3 . SE Al CH T H I S D D R F A C 1 15 r F R O M P WIS pR W NS LNOICATES ACC T CE CF P0. c., , LNA .N6INEER G RESPON Si" LI TI' SOLE FOR "HE 7.. SS CDHPONENi Alpine Engineered Products, Inc. ~!J~ p _ E37Y~7 City, M063045 BJT LOIN GH DE SI GNER PER SANNI/TPI t SEP UZE OF Tn[S COMPONENT FOR ANY BL.LC;rvp IS F E RESFDNS .Bil I1~ OF T.IE /~~,,ON~. 'L ,,'1,t~, `'PAC1 Nr 24.0 T1 R Ff 1SY 82513215 H' ' HE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill in later, OH E G I R 45"13 End Jack Girder] `op chord 2x4 SPF 111/1,(2 2 COMPLETE TRUSSES REQUIRED Bot chord 2,,10 SP /)1 Webs 2x4 SPF Stud or SP #3 Nailing Schedule: (0.131"x3"-Gun nails) Top Chord: I Row @12.00" o.c. SPECIAL I-CADS Bot Chord: 1 Row @ 3.25" o.c. - (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) Webs : 1 Row @ 4" o.c. TC From 78 PLF at 0.00 to 78 PLF at 4.48 Use equal spacing between rows and stagger nails BC From 20 PLF at 0.00 to 20 PLF at 4.48 in each row to avoid splitting. BC - 1015 LB Conc. Load at 1.40, 3.40 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"_Gun_nails ON THE BOTTOM CHORD ONLY. 90 mph wind, 22.28 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 psf. 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. 2X4111 12 5-5-12 0 1~-15 2X4111 4X6(132) ° 4-5-13 Over 2 Supports R=1191 U=180 W=3.5" R=1280 U=180 Design Crit: TPI-2002!STDIRC PLT TYP. Wave Cq/RT-.25(1.25)/10(0) 7.25. OH/ /1/1/ Scale =.4FIt . - - - WARNING RINSES R Ot'R F-I ' CARE BRI.A'ION, HA'DL IN S 'P[NG S'ALLING ] BRA! NG tj NEfER TO B I CS (6U1 G COn A INT SAPS OR ATRON 1111L' 9Y TPI RUS ,LA-E INSTITUTE, 563 . T C L L 2 5 0 S F R E F R 2 5 1 3 7 4 0 1 4 „ ANA12 O LR S E 20 mnJ f 3'13) D J „A (MIND 'Russ -11c F OP A LRIS 'BUD N RPR.SE LN. SIC . Y T C D L J J F DATE 06/20/06 M DISAN 1 53,119) BAR I.FF Y P PR R CfI E 'R!DR A PcREORMING IESE FUYCI ONS MIN 5 0-11C-1 SE IND'CA'EJ. I 1 P TDP cHORJ LL HA.E PR ERLY AT :ID STRUCTURAL PANES AND BI-EH CHORD SHALL 1 IT A PROPERLY ATIAII-D "I O CE?L.N S AN 53 31 BC DL 1C.0 PSF DRb! MousRZS1s 06171121 IMPORTANT FOR I OP o S EA N rO C NSTA IAN ON R "'DR ,.P NE E [ EFRED • i Ds-s' ~R~ TD aL55E5E Lam. V PSF h'iJ ENG IR'iV ((h P1i ALPINE -_1 IRI IN oNE Tn NCE Ni R I CB c:I N r. nC NG H_:~=ING N` LL c r. 'RAZING 'Jr 61ID F, SS E 1, L11' DESIGN ..ON ORM I n l ? E B E RA I I O S lF D I A N L DESIGN IP LY AF5P ND ? ° L L o I N E • \ TOT . L D 4 5 0 P S F S E A N 7 7 V 8 5 0 1 } 6S3 RE d0 6 /I L EE P, 0 CT R PL A' J RE M OI 2 BY ' S -C E AC` iRJS'' A CED I DES -0 il0 E2 Z I6 INS. I r T S FILL E L A 3' t O(` E SE L DH IS DR ING 7 ' 'AT E EP P F L G1.LR R SP. SI31L - S E AR E R' P +E ni . •~~R `VGA DUR FAC 1.15 F-ROM PWG Alpine En neered Products Inc. VVV Earth City,M063a45 BUI~o'NG -ESIGN-vn~ERSAN, ~i' i D LIE IF IF s _onPDNE '.OR ANr BnLD;NG .s rHE RESa6esleulrN A' n+e 0to~~t~~~~~~ SPACING 24.0, JREF - ISY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ;056475 /SLSH Fill in later, OH H GE 20'4" Gable) Top chord 2x4 SPF fll1#2 90 mph wind, 23.99 ft mean hgt, ASE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1111#2 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x3 SPF(S) Stud :WI, W2 2x4 SPF Stud or SP /,13: psf. :Lt Slider 2x6 SPF 11l/H2: BLOCK LENGTH - 1.817' See DWGS A10030EE0405, GBLLETIN0405, & GBLBRST00405 for more (A) 1x4 j/3 or better V' brace. 80% length of web member. Attach with requirements. 8d Box or Gun (0.113"x2.5",min.)nails @ 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= W A 110 T- 3X54,- 0-10- ~ W" 1 1~ 11 1 3X5 (E3) = 5X5-- 3 X8(E3) III 0 J."IJ 4 I, 10-9-9 9-6-7 _i 20-4-0 Over Continuous Support R=100 PLF J=12 PLF W=20-4-0 Note: All Plates Are 2X4 Except As Shown. Des!gn Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT°1.25(1.25)/10(0) 7.25 O OH/-/1/1/-/R/- Scale =.2"/Ft. -EWARN 10 3CS I TRUCSBSES NE00 ING EXTREME CARE ANAII I I I IFIE"I IOeI HASOL IST ED BV ''PP' NG"'SS a 4 1C G S`-uT1 IN6B3 T C L L 2 5 L ] P S F REF R 2 5 13 - 7 4 01 5 11 ON UFRIO OR 1111 OC MAD;SDI WI "7" A, WT CA (WOOD TRU55 cOUNC:L CF 'I RICA, 631J IN`IR FR LSE LN. ` * OTT L. MADISON, W' 537191 `OR SAfEIY PRACTICES PRIOR "O PIRFOR ING THESE FU CiLONS. J LtSS OLNERW.ST INDICATED. T C D L 0. 0 P S F D A I S O 6/ 2 O/ 0 6 TOP C110RD SNA L UnVI PROPERLY A'TACHEO STR JC TUR AL PANELS AND BC fI CM SHORT SIIAL_ HAVE A PR CP ERLY Ai TACIIEO RIGID CEILING -0 X ` Lu B C D L 10 . 0 PSF DR W M)USR2 5 73 06 271122 53031 0 MURN,SH A COPY CF THIS DESIGN "'E INST ILAT C CONTRACTOR A > N' FNG.NEEREO r ALPINE IN H NCr B~ RE PO - F^ N ..Y R M 5 Gv AILLRE ".'BU LD E ~O BC _L C 0 F C r-' I^"11'1 /PPI! TRU.,S iN CON GRM N..E "n TPI OR F BRI TING HA NC ING, 5 APCA IN INSTA LI. 5 BRACING OF TRUSSES DESIGN CON R S w.iH PPLICA BL'. IRO I!51015 OF DS (NATIO L DESIGN SPE BY AF&PA) D `P ~ A_F-NE rT 0.0.• r, p CONNED TOR P TES ARE JE OF C AB/16GA (w H;S K) .a STM 65} _,AD C G 60 iw, K/H, S7 nLV. 5 EE' APPLY , OT L D 4 5 0 P S S E Q N 789 91 PLATES TO E C ACE C TRUSS AND, INLESS IT Y ERwIS e LO TIC ON T.EII DESIGN, 101I TI ON PEP DRAW.."5 IBIA-Z • • _ - ANY INSPE ION Of FL S F 'LOW D BY SHALL BE PER AN X AS NF PIT 2002 5 3 F L GN TH15 D L R F A C. 1 15 FROM P W G L JRAwIrvG OI TES A C PT E OF 'R F S ON. L rv ERING RASP 5131" TY SOL L FCR 1E .0.153 COMFONENI N C 'NCA' AN Alpine Engineered ULCty, M063U45G DEST I GHDISiGNdR ILER P-/T11 I sE~.LZ= GF ,n JIPONENT FDR ANY BUILDING IS THE RESPONSIBILITY OF r1IF SPACING 24.0" JREF 1SY82513Z15 (Q66475 / S L S H i- i 1 1 t o l a t e r , CH I 2'3 'S Mono) THIS DiUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 111/1,12 90 mph wind, 15.66 ft mean hgt, ASE 7 02, CLOSED bldg, Located But chord 2x4 SPF X11/112 anywhere in roof, CAT 11, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP f13 :W3 2x4 SPF 11111112: psf. :Lt Slider 2x6 SPF 111/112: BLOCK LENGTH 2.012' :Rt Bearing Leg 2x4 SPF Stud or SP 113: 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. 3X8 (R) 2 10 2X4= 5X5 i W 10 F 3X52 0-10 1 2X4111 3X5 (R) III 3X5(E3)= 3X8 (E3) III 0 ~ 4 --12-3-8 Over 2 Supports R=660 'J=180 W=3.5" R=591 U=180 W=3.5" PLT TYF. Wave Design Crit: TPI-2002(STD)/IRC ~~r~ rr~~~~~0 2„ CgRT=1.25(1.25)/1OT0, 7.25 d 1 s., . OH/ /1 I/-/R/ Scale /Ft. NARNfNG C~Rc 11 aRICATJ 1LINe s,fF~,N [NSTALLINI AN1 6RACtNC • s L E1 TO B i - C 1 J' 1111iLDIIG CH"111EIT i..11R . 'O df I"" By PL (TRUSS "A" NS I~OTf. X83 • . TC LL 25. 0 PSF REF R2513 74016 11 • ON 11FRfO OR. 5'~EL 0 .MA ON 153.19) NU W('n (1000 IR115 COINCIL OF MI' ICA. 11 0 ENTERPRISE LN. - MADISON, r3) R S A-Er. P1 - Ls PR r 1 "A I niLSE FuNC nnNS aNLES on+LeuisL iN1I,ALe1, * TT 1. T C D L 1 0. 0 P S F DATE 06/20/06 1P 111111 s111- IA11 111BLV AirA,IE1 SneLCr1 Al PANELS AN1 11TTE1 111011 SHALL NAUE A P,OF N 'ITACHEO • RI,I1 1EI-_. N1. - URWAN - *"P 53 31 s PR n Cl • BC DL 10.0 PSF DRW MOUSR25I3 ohnl>23 ACTOR IM ORTAIN' L-1 I F1 NT P~~ c eLE 11NV I,i11n01o TIN N-ILI 1LS SPLNTRI AI Aji L e1 APEN D • ~ B C L L 0.0 P' 1 C' 53031 LLJ - A L P I N E RussrrrN aNE R ANNE rN rPI 1R FAriu iN H cu nc sLfI P N iNSin Irv6 sFGR I r1- r11 ssE • 1esiln c1NF OR s u~r • • connecrlR PL r s ARF 'U,6 53 I I OF ~o,fe-f CA w RI "M s R ~L 111 so Iu. sI rA P LrE + ••(j/S T~ : TOT. LD. 45. 0 PSF SEAN - 78997 ~LI 'AT L E1 TO C ACE F RUSS NC N[S 0 'TO N. V I.I1N ER 11 INGS 11TH-Z. ANY 'NSP.cTt N OF PLATES w C e' 1I SH of PER A E 1 OF FP 12002 SE SEAL ON LNIS ,0j Alpine Engineered Products, Inc oR T.N1 Nof E5 AC-IPIINIE IF R-F SSIN G[NELRf 1 R -P1NSio LfT, SOLE" F1c rNE is1 ~onP1NENT M Q~ D U R . F AC . 1 . 1 ~ FROM P W G Euth City, MO 63645 D~'[N S OWNteN~e UL U1.,.BrPfTI seIII JSE OE 1111' . c1nPaN ur ~1s ANY 31:LEINS Is THE RESaoNSTY oP T11E N ,,%A ,f,rrrrur~rrr SPACING 24.0" JREF 1SY82513Z15 THIS DIN' PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS PER. 066475 /S_SH Fill in later, OH i GE 12' Gab e) Top chord 2x4 SPF 11111/2 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 SPF 11/f12 plot details for special positioning requirements. Webs 2x3 SPF(S) Stud :W1 2x4 SPF 111/1f2: :C6 2x4 SPF Stud or SP 113: 90 mph wind, 15.54 ft mean hgt, ASCE 7 02, CLOSED bldg, Located :Lt Slider 2x6 SPF 111/112: BLOCK LENGTH 2.012' anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL 5.0 . See DWGS 410030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more psf requirements. Right end vertical not exposed to wind pressure. (A) 1x4 #3 or better V' brace. 80% length of web member. Attach with 8d Bottom chord checked for additional 20 psf live load in areas with Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L1240 total load. T 3X5 i 2X41 yv~ C (A) 10- 0 1 10 (A) 3X51 0-10 1 3X5(E3)= 3X8 (E3) III Dt~;j 4 12 0-0 over Continuous Support R=102 PLF U=15 PLF W=12-0-0 Note: All Plates Are 2X4 Except As Shown. 11116A Ito Design Crit: TPI-2002(STD)/IRC %""0% PLT TYP. Wave Cq/RT=1.25(1.25)/10(u) 7.25J~' • OH/ /1/1/ R/ Scale =.2"/Ft. "WARNIN 'RDSSES REQb1RE EXTREME CARE I. F JRIC TIOn. HANOLInG. SHIPPING NSTALLING AND 3RACTNG. / / REEER TO I-SO fBU L01 G CDMPDNLNI SAFETY I ISIIA'io NI, IL81IS1CO BY TPI (T,1 S iF INS I!tD TE. 181 T C L L 25 . 0 P S F R E r k 5 1 3 / 4' G _ 7 D OAOFRID DR.. SJf TE 200. MADISON. WI 53)19) D T_A (WOOD TRJSS COUNCIL OF AMER[C 0300 ENTERPRISE LN, ~ Y - MADISDN, 11 111111 'DR DAL F- PR ALT,CES PRIDR .O P RFDRMING THESE IJNcTIDNS . 'NLESO 01 'R" E _ 0 AIED T . ~ • • C. i • • T 1. D L 10 . 0 P S E D A T E 06 / 2 D / 0 6 TDP CHORD A , HAVE PRO-RLY ATTACHED STRD MURAL 'ANEiS AND BOTTOM CHORD -,HALL HAVE A POVERTY ATTACHED ` UwKW`f01 . RIGID CEf LING • • - - - - • 53031 • W BC CL 1C.0 P S F D R W Muusazsl3 06171124 11 "I`1P ORTANT OR [NOTAF ORES )DNSH9 S EFODESIGN i0 FArvD L~IrvGPOSI IPPfrvG NS1NS?ALL[N„ s B2n~LPI TOT 3TR D SS ESE • O•a 10 EI~NG MO/PPH PR DD crs I c s B C L L 0. v P S F h, AL P : N E a i reus IN a DR A ~E ul~ rPI DR ADRI nr Gl i cING 2 J GI GN 'C CR S WS H APPJ CABLE PRO SI DNS OF E (NATIONAL DESIGN SPEC I' AF&P AND PI. ALPINE T G T L D 4 5 G P S F S E A N- 7 7 G G J CO NE TD[P PLATES ARE MAO ] 20, (W H/S STM 6 D R OE 0/80 W. 1/ 7 ' 11 A STEEL. LY • V /S1 PLATES :D EACH FArE OF TRJSS AND. D LESS 01 ER IS 0- ED ON it l5 DE51G PO IT[ .-R DR 'I G OA-Z AN' A~,J INS PE IO PL S I'LLDW'D D ) S L 8 PER AN ' E% Al OF T 21I 110' 3 SFAI, 0 THIS ` DUR F AC 1 15 Alpine Enarneered Products Inc DRAWING INC C T AC EP NCE CF R FES IDNL ENGINEERING RES DN :3;ITY SOLELY FR D PDNENT FROM P W G Eth City, MO 63b4S a I,DING O SIGNER PFR'ANSI/TPI I SEC '2 OF THIS COMPONENT FOR ANY BUILDING I3 HE RLSUVS:3EU rY DF me NA 10 11/0%t $ P A C I N G 2 4 . 0 ° J R E F - 1 Y 8 2 5 13 7 15 (G66475 /SLSH i l l in late r , O H I 12'3"8 Mono Girder) THIS DIdG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F Top chord 2x6 SP 1 90 mph wind, 15.66 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SPF 1/1/112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP 113 psf. :Rt Bearing Leg 2x4 SPF Stud or SP 113: Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace TC @ 24" OC. Bottom chord checked for additional 20 psf live load in areas with Trusses to be spaced at 30.0" OC maximum. 42" high x 24"-wide clearance. Deflection meets L/360 live and L1240 total load. 3X8 (R) 2 10 2X4= 3X5/i 0 10 1 T 3X5 (B1) = 2X4111 3X5 (R) III 0 4 12-3-8 Over 2 Supports R=834 U=180 W=3.5" R=729 U=180 W=3.5" Design 111 off Crit: TPI 200(STD) /IRC of" PLT TYP. Wave Cq"RT=1 25(1 5) /10{0) 7.25 C~% OH/ /1/1/-/R/ Scale =.2"/Ft. Xye' ARNING TRLSSE5 RE OF R C E x I R L E RE i N S R I O HANOI _ I NO ' I I ' . P I N G - N S FALL I NO AND B R A C I N G . • • T C L L 25. 0 P S F REF R2513- 74018 "III II BCSI 1 03 (S ) ~ G GOMPO F T S FL LY I '0R F" , `OBLISHED S 131 (FRLSS .AFE INSTITDIE, ISO • *0 J ONOFRIC DA MITE 00 MADISON, I S3/191 7 WICA (woou TRUSS CCONCrF Of AM R CA 6300 N.ERPRISE LN. _ D I S O N , ] . 1 9 1 FoR S F - ` PRA I E P R : DR -0 1ERF1 N TrIESE F J N C T I O F S . 11L111 OTHERWI E I N D I C A I F O , \ TT L. • ' ~ T C D L 10 . 0 P S F D A T E 06/20/06 TOP CHORD S ALL -AVE IROP_RLr AIT Cn_L 5 , tlJ JRAL PANELS ANO BO F'OM CIORO Sn ALL HAVE A PROPE2LV ATSA C.IED ~ • RIGID CE!LJN, r • HURW N 53031 • W BC DL 10.0 PSF DRW M011SR2513 06171125 ' IMPORTANT`' F- COPY OF TL IS DESI TO THE S ALLA ION CONTRACTOR . ALPINE N NFERED r • N LO A L P I N E 11 - - - IS B1S111 't0 CJRMA4CL '1i11 RFCPJ R F BRRC )E f`L G31 II Pi IN I TALL ING 5 BR C G OF' TRJSSEGL ' BC LL 0.0 FSF°lO tNG Y1viPPR O • DESIGN -ONFOR s .T.R PLI B' FR VISIC.S O ND ~NAT:DNAF DESIGN BY AFSPA AND TP[ A-F[1E t /-1 [Q(1IV - O -E T R PL TES ARF "ADE F -L "18/16G w,B k STM n6 3 GR E 40/60 a K/I S) G LV STE L. LAY C~STL~••s rw 11 TOT. LD 45.0 PSF SEN1 _ 79009 I ES f.C,l F C. O R S NU, IS OF R I L0Cn1 FD iv S S GY PO Iti N PF.R OR I'DA-? J ` v L V 7 J [S A .4 IN' SV-C O O PLATE FJLLO ED d ( SHALL BE PER An E% J OF TP t 2002 SE 3. E ON T q~ A Al, 1I5 o~ • • 1 Alpine EngneeredProducts Inc. NO I R e oNA ENGIN ERINFCNSrB n C FOR THE RL I MPONENT ~DUR FAC. 1 . 15 FROM PWG Earth City, MO 63645 3JF3oIINO of IeNEa Fll~ ~LjjTAI.l SED vcL a. Ia,.oMPONEN FDR All BD.LDING 15 aEseons.B-.I v of rHE 1811llflt••l~~~l SPACING 30.0~~ JREF - 1SY82513Z15 THIS DI4G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill i.n later, 0H El 4'5"13 End Jackj Top chord 2x4 SPF 1,11/112 90 mph wind, 22.28 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF #11~12 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 psf. :Lt Slider 2x6 SPF 1111112: BLOCK LENGTH 1.688' Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20psf live load in areas with 42 high x 24" wide clearance. Deflection meets L/360 live and L/240 total load. 2X4111 12 5-5-12 3X50 0-1]-15 2X4111 4X6(E3) H0310 (E3; 111 4-5-13 Dver 2 Supports R=220 U=180 W=3.5" R=220 U=180 D e s i gn C r i t: TPI-2002 (STD) / IRC .I#$ Fit, FLT TYP. 20 Gauge [IS, Wave Cq/RT=1.25(1.2510(0) 7.25. 0 CH/ /1/1/- R/- Scale " WARNING TRUSSES R J C zT E E CARE IN F CRIC -'ON. HANDLING, HIPPING NSTALLING AND BRACING T 2 R E F R 2 5 1 3- 7 0 1 9 RcFTR TO BC51 J ;8U1 - GMPCN I S ENV F i A11D 1 IU1-111111 D 11 (1. 1111 L111 N 11 1TE. 583 ? C L L 5 0 P S F 4 1 ' G N G F R I O LP U E 0 p SO 1 1 9 ' W . CA ( OOD l i J S s C D U N f 1 "r n 'R 'C 6301 E i F . I R R ` s s L N . • • AN 0 .1 1 E ApISON. 1 1 3 3 CR 1 PR C CE P N i C R ' G PERFORMING E E F I N [ L I D S J L 1 OT ~ _ R L S 11ICATE D . * • OTT L• • T• T C D I 10. D P S F D A T E 06/20/06 GP CID Rp 11 ~L "AVC R/P ERLY AI ACHI_J ST RUC UhA, IANELS AND 3GT1 GM CH GRG SH AL HAVE A PROPERLY ATTACHED • L J l1 V RIGID CEILING ~ CHURWAN _ 53031 i W BC DL 10.0 PSF DPW MOUSR2513 06171126 I' IMPORTANT '.R NISH A DPY E i- DESI6 f0 IE INS A 11N Cp..R [TOR ALPIINL ENGINEERED - IT" 1 E A L P 1 N E - r?RUDUCTS. UNF ORMANCE ITH 3P I'RESPON OR EA9RR V JL IANDGN PRO : PINGESt.+I`~ALLI, GY&TORA CF UEB T2USSESF O • 4J4 ` B C L L V V P J F M J L INVI G F P -1 DESIGN CONFGRMS 1ITI P I 9LE 11 I DNS 11 OS ( ATICN L DES ION 5 C, I, AP.1 AND ALPINE • CCN :TOR PLATES AR. T E 0 (R.H / 1 ) STM 1653 GRADE 40A61 ( w , . ¢ ( - . ) G A L V . S T E E L . APPLY ~ • / ! • • • ~ ~ TOT L D 4 5 0 P S F S E O N - 7 9 0 1 3 PIA,ES TO EACH FACE Or TRUSS AND, MESS r'NER 5E DCATED 0 T -iS OC3111 POSITION PER DR l NGS 160A-T V I S T • _ • f• Y i N S P E T I D f P L A T L G I WEI 3Y S T A L L B E P E R N F Y , T P , I G G - 1 E 3 . SEA' ON 1 1 1 5 ` ` D U R F A C 1 15 FROM P W G DRA 'NG D[ ATE A: LF, C OE 0.1 S 'CIA L WE ER IA. RE-. GN 1B T 'DLEL JR LNE -Russ CGMPDNENT ~ Alpine Eng peered Products Inc PE [ GN SnGNN NE s IT a DE r 1s :oMPOnrI1 CDR ANr BN LD NG rs IPSPDNSIBILiI GF THE ~i ~/V~ EarthCIry,M063645 8uILDI,NG015IGNEPPERANSIIT1I _ 4bQNA~L~H~~~ SPACING 24.0° dREF - 1SY82513Z15 (066475 /SLSH F i l l i n l a te r , O h G8 30'4" Stepdown Hip Girder) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 1)1/{12 2 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP 2400f 2.OE Webs 2x4 SPF Stud or SP #3 Nailing Schedule: (0.131"x3"-Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. (LUMBER OUR.FAC.=1.15 / PLATE DUR.FAC. 1.15) Webs : 1 Row @ 4" D.E. TC From 76 PLF at -0.94 to 76 PLF at 5.57 Use equal spacing between rows and stagger nails TO From 76 PLF at 5.57 to 76 PLF at 30.33 in each row to avoid splitting. BC From 5 PLF at 0.94 to 5 PLF at 0.00 ( I ) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"_Gun_nails ON BC From 20 PLF at 0.00 to 20 PLF at 30.33 THE BOTTOM CHORD ONLY. BC 1280 LB Conc. Load at 20.46 BC 220 LB Conc. Load at 21.48 90 mph wind, 21.81 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC 212 LB Conc. Load at 23.48, 24.70 anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 BC 351 LB Conc. Load at 26.70 psf, In lieu of structural panels use purlins 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. 3X5= 4X6= 24111 3X5= 4X6=- X LLJ to 10 f 0101 0 10 1 T 2X4111 5X8= 8X8= 3X5= 3X5111 T 4X6(B1) = 4X6(B1) 0 11 4 5-6-13 1 19-2-6 1 5-6 13 30-4-0 Over 2 Supports R=2139 U=334 W=6" R=3125 U=559 W=4" tt,ttttttttttrp~~~,,,,, Design Crit: 7PI-2002(STD)/IRC E F Q , PLT TYP. Wave Cq/RT-1.25(1.25)/10(0) 7.25. Q` OH/ /1/1 /R/ Scale 25 /Ft. "WARNIN 11511 RLO.IFE E IR RE BHI Ail JLINC S,11:'1;11 INSTALL NG AND BRACING. REFER EG B S UG UDIi OIPO : SAFE GRMAIIG I PJ3L: IEJ sY TP: TRJ 5 INSITFLIF 563 • : TC LL 25. 0 PSF REF R2513 74020 D DNOFRIG Sun Do 1) 1 w1 -3~19 No A ooo R ss COUNCIL OF AMERICA. 63DO NTERPRISE LN • . SGN S , C : PR c L P R I G T ERFDR - E F L N T : 0 1 5 L N S DYKE I s e I N D 1 c T E D - * : T C D L 10 . 0 P S F DATE 06 1 20/06 TVP CHORD SMALL HAVL PZOPERI_Y A _.AC DEC STRJCIJR L PANEL AND BCTQOM ORD SMALL LAVE A PPGPERLY AFFACHED y 1ti N 0 N RIGID CEILING V LL " 3 IMPORTANT - suRN sl Pv OF 1. DESIGN G r - sr LL rla D TR c1oR W ` B C D L 10 0 PSF DRW MOUSR251 06171127 - A I9 FN„NLERED - ~Uj A L P I N E - - vRDTacrs. INC nAL ua Te zE B.F -Z IN' r...; 1 "IS D 1 v-, v .LJR -G 311 1 B MME BC LL v.0 PSF IM OO EINVG 1'10 ~'PPIl TRUSS IN 0 NC I I. OR A61 C I G HAN L N S f .ING, STAL ING & BRACING D, TRUSSES- • DEIGN C NFURHS wIT P II.A LE FRO11 S DNS CF NJS (1.11011L 11 1 SPEC, By A &PA NJ ALPINE CC NNE CTOR LArES ARE AD S z i 1 1 1 L 1 1 w L i s k M e 311,3E /6o fw K ,H I G A L ' . SIEEI . A P L C • C~ S T S ' i - - TOT . L D . 45. 0 P S F SHIN - 7 9 0 9 5 PLATES TO E C11 . FACE OF FRUS AN N E S 3 IE1 1 E IS D N :H S 111131, PO 1 ION 1~1 DR - NG 16DA-Z. _ 0. ANY I N S P C I O C PLATES F LLLw ED J S BE R N % 3 J. PL 2,Go SFC 3 SEA ON THIS yy 14, Alpine E(1gI11C0rfd PfOdUGt$ Inc. DRA +'NG IND1 L _ P DF ROF IO I EP R '!N]IB ILITY SOLELY O0. THE RU 5 OMPO.ENT ~~t~ D U R . F A C . 1 . 1 5 FROM P W G 6 r auTLJTNS L HE ae~POls3IUrY or THE I~f !!ll tt - Earth City, MO 63645 ESIDV NS N F nERSAI I e H Ns_ CL TH S _aMPCNEN FIR Aa ttetttu ;PACING 24.0" JREF - 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. C66475 /SLSH Fill jr later, OH G9 30' Stepdown Hip Girder) Top chord 2x4 SPF 1111112 :T1 2x6 SPF 01/112: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP 24001 2.OE Webs 2x4 SPF Stud or SP )13 Nailing Schedule: 1,0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. (LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.=1.15) Webs I Row @ 4" o.c. TC From 76 PILE at 0.00 to 76 PLF at 5.24 Use equal spacing between rows and stagger nails TC From 76 PILE at 5.24 to 76 PLF at 30.94 in each row to avoid splitting. BC From 20 PLF at 0.00 to 20 PLF at 30.00 (1) 1/2"_bolts MAY BE USED FOR (2) 0-131"0"_Gun_nails ON BC From 5 PLF at 30.00 to 5 PLF at 30.94 THE BOTTOM CHORD ONLY. BC 1350 LB Conc. Load at 17.04 BC 220 LB Conc. Load at 18.37 90 mph wind, 21.81 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC 212 LB Conc. Load at 20. 22. 24.37 anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 BC 351 LB Conc. Load at 26.37 psf. In lieu of structural panels use purlins 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 L1240 total load. 3X5= 5X8- 5X5= 2X4111 3X5-- 710 10 F- TI 1 6 0 10-1 4X6(Bl)= 2X4111 5X8= 8X8= 4X6- 2X4111 T 4X5 (B 1)= 0"1 4 5 2-13 19-2-6 5-6-1 30 0-0 Over 2 Supports R=2306 U=394 R=3209 U=647 W=4" 1111.1ffft Design Crit: TPI-2002(STD)/IRC ~J`~~ PLT TYP. Wave Cq/RT-1.25(1.25)/10(0) 7.25~d 1 *Do OH/-'1/1/ /R/ Scalet~ -.25"'Ft. "WARNING 0. SSCS R101 RE C RE IN BRI n"10 NANDL.N I. 11G. STALLIN AND BRACING. 20 I Tl. LL 25 PJF REF 82513 / 4021 REFER -1 0 SI 1 "l3 (BU DI ?111111- ArETV 1 F R ATION DDL, SI ED 3 P, ! RD'S PLATE I S ITJ TE. 581 - II: -C1 '1 S111 I I D'Orv0ERl0 DR SJIiE 0. LSDN CJ]19) Ni J CA (-1 TRUSS CO C L OE A ERA A. 6100 ENTERPRISE LN, * • R A D I S D . N . N I 51 71 9 ) E G A SAE_TY PRA_iICES P R I D R TD PE90ORn.NG TIES. P . N C L I O N S . D LESS O-HER I S E INDICATED. : T C DL 10 0 P S F DATE 06/20/05 TOP CHORD SHALL HAVE PROPERLY AT TACHF1 STRLCTIIRAL PAN=LS ANO BoTTOn CNDRD Se111 L HAVC A PROPERLY AT EACHED : RWAN : R 'T CEILI = f~ " ~Y 53031 LLj BC DL 10.0 PSF DRW MOUSR2513 06171128 IMP JR T ANT LR.NI i CJPY „f T;IiS U SIGN TO T, INSTALLATION CONTRACTOR nL INL NGINEEREO C 1 01 n c C t`n (1 _ E N I' M~ G/ P D I-! ALPINE - RD r 1 s'. rGPa Ie oN "A. -I 1L1 '=E ? Dl, LL -1 RAJ TS f 0 oR NCE I H - 11. OR GRI ING NANOFIN SHIPPlN1 1NSr _tING & BRACT O iRUSSeS • r • P 1 DN OQ T RI' PROVISIONS J NOS (-TONAL DESIGN SPEC DY F8 1 AND TP ALPINE 1 OR AT-S 0. 0 F JC'l3/16G (.r H/S N gSTn A 53 P APE "1/1,_1, I. 1 S; GAPLV. TEFL. APPLYz ••l>/cT E',\=• TOT . LD 45.0 PSI SEVN 77100 I V ~ 1 -3 r C cH 1 1R S ER d1SE LDC TF ON .'•S CESI-C51 T,DN ER ]R INGs I50A • • - -s No I V I E T OF PL .TES C L ED Y ) SIA L B PEA A1111 NO F T IT D SEC 3. A SE THE n c AL ON TNIS Alpine Engineered Products Inc E - ` N L G C IO, 3 NO IES51PrvA E~,-[N nPEEI[N v Esc P1L LD1NSGLETY FOR THE fRNIS CO.MP Jr ONENr DUR_FAC. L 15 FROM PWG ~IV,tiIO 63das LD1NG DESIGNER PFi ANA TP1 1 SE_ 2 ~~~+ffffffo"I SPACING 24.0" JREF- 1SY82513Z15 (1,66 47 ! SL SH F i l i n l ate r H 4 3 ' 6 13 Northeast S t de J a c k THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DiMENSIONS) SUBMITTED BY TRUSS MFR 5 l , O E") Top chord 2x4 SPF 1111,-2 90 mph wind, 19.98 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Sot chord 2x4 SPF ~,111112 anywhere in roof, CAT 11, [XP C, wind IC DL 6.0 psf, wind BC DL 5.0 :Lt Slider 2x6 SPF //1//f2: BLOCK LENGTH = 1.500 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. Z5,~~ R=118 U=180 3-9-12 olpl R=44 U=180 3X5 (E3) 3X8 (E3) III EE l ~6-13 Over 3 Support R=258 U=180 W=4° Design Crit: TPI 20021 (STD, IRC PLT TYP. Wave Cq RT=1.2511. 25)/10(0) 7.25. ' •~•'7 OH/-/1/1/-/R/ Scale =.4"/Ft. "WARNING fIt SSES IED 1,R- EKTRL CAR= IN - BRI ATLO i DIiN SH APING. INSTALLING N] BRACING T . • • • RE=ER r0 B -13 (BJ.L - G CGMPGN' r SAFE, IN. ORMA TI DN) POBLUSHEO BY TP' ('ROSS GLA rh SL TLiE. SBJ . * TT L. C L L 2 5 0 P S F R E I F R 2 5 1 3 74023 OrvBrR1O J I I I E S D : S O I S 3 , i 9 ) NO A ( PDD ROGS CDONC 4 DE A P R : G A . 6JOO RPIE S E I IY AD ISBN, S FOR 1, T P R I I E S PRIOR r PE" OR - - G T I L S E FUNC :DNS FNLOSS OrHER E I N D I C A - E D . . • ' T C D L 10 .0 P S F DATE 06/ 20/06 rol c-1 AVE aoPeRLY A. .._D STRUC wR - PANEL., AND BOrrcn CHORD SHALL A PROPERLY Arr4aIED • AN • _ _ RIG -'CErI H5~~WURW ~f,J BC DL 10.0 PSF D R W MOUSR2513 06171130 -IMPDRTAIT~ N RI 31'11 D- E11111 0 THE S B TR rOR AL:IN I SINLERED B O L L 0 0 P J F M U- L N G M U/ P P H I ALP : N E RLUC S. C SIA Ji SPJ SI'3L BR Y DE Lnl R T : Y F LURC TD BJ.LD S" r Ir RUSS :N ]N FOR 'C PL OR BRIO i N ANDL N PPIN 1111L I BRACT OF RDSSF S. _ DESIGN CBNF R S WI TI` C BL_ PRO'IS 0 OF O 'N 71O L DESIGN PE BY AF&P ) AND ''PI ALPINE ` C O . N E rOR TLS ..C A OF IC/181111A H / S K IM 4553 R DE 60 KL ~A LV S r E APPLY TOT. L D 45 .0 P S F S E Q N 790 25 P 1T S TU E E O TRJ S D J S ]TI R S ICC4TED ON UES N, POS IGN PER DR ING., 50 -J lo~, r i.SPE TiO - A FOL ED e SAL Be PER AN E Al iP t zO SE 3. E L ON TNIS ~ DUR. FA C. 1. 15 FROM PWG r~IpIDO Ft1gllleCl PTl7dlJGIS Inc . R NG I D C C -r _C of RD-s1 I)<L ~ERI a ONSIBI Irv LE -~R r;~E BUSS .OMPONEN: II A t~ 13 aesPONSie Llrr eP n loJllf 11f1~~~~~ 1 Earth City, M06364S B~,LDINC LFN IGNER ,-R3nNSi/rc;r ,ND u;L ,1111111T rDR IN, 1111 OL s h , ° Sp PACING 24.0" JREF 1SY825-3Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS MFR. Q66475 LSLSH Fill ;r later, OH F2 4'5"13 NI or~neast Sub Girder Girder) Top chord 2x4 SPF 1111112 SPECIAL LOADS Bot chord 2x4 SPF #1/12 (LUMBER DUR.FAC. 1.15 / PLATE DUR.PAC. I.15) Webs 2x4 SPF Stud or SP #3 TC From 78 PLF at 0.94 to 78 PLF at 4.48 Lt Slider 2x6 SPF 111/p2: BLOCK LENGTH 1.500' BC From 6 PLF at 0.94 to 6 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 4.48 90 mph wind, 20.98 ft mean hgt, ASCE 7 02, CLOSED bldg, Located TO - 118 LB Conc. Load at 2.88 anywhere in roof, CAT 11, EXP C, wind TC DL-6.0 psf, wind BC DL=5.0 BC 100 LB Conc. Load at 2.82 psf. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for additional 20-psf live load in areas with Deflection meets 1-/360 live and L1240 total load. 42"-high x 24"-wide clearance. 4X6% 2X4111 2 F 3X51 3-9-12 0 1~ 15 B-g 2X4111 2X4111 5X5(E3)= H0310 (E3) III I, 2-9-13 1-8-0 _I 4-5-13 Over 2 Supports R=386 U=180 W=3.5" R=351 U=180 will, t 8 Design Cri t: TPI-2002 (STD) /IRC % b~Iii PLT TYP. 20 Gauge HS,Wave Cq RT=1.25(1.25) 10(0) 7.25 0 OH/- 1R/ Scale =[.4"/Ft. ING CAR B.S 13 E(B ILU G CtnPO E T SAFE 11 BR(Iftr•nrFIJN HP 1113E i5 HAND-11G.tO BY1[PPI N(TRUSS T°LAIE GIN "D I TB[R FE ACING 83 • Tl. L L X5.0 PJF R - F R2513 74024 *REF ER N11 0 SIGIEI0 Oft 5 IFE '00. MAOIS ON 1 53"1) AND ITCH ( 000 IP11SS COUNCIL OF AMERICA, G30F ENTERPRISE LN, Y ~ - - - , 11 I A D I S O N , 1 5 3 . 9 ) FOR S A I I T Y PRACTICES P R I O R T D PERFDR-.N THESE E I I C I I O N s _ UNLESS OTHERI'11SE I N D I C A T E D . • 'T TO DL 10.0 P S F DATE 06 /2 0/ 0 6 TOP {10130 51A„ 'IAVE PROPERLY AT?ACIE11 112UCT111A. PANELS All BOTTOM CHORD SHALL HAVE A PROPERLY AIIAC'HED fin/ RIGED CEILING. RD ; 41- - - 53031 • LU BC DL 10.0 PSr D R W MousR2513 06t 1131 IMPORTANT FFRNIII COPY DF TH' DESIGN TO THE ALLAIroN CONTIACroR ALPINE ENGINEERED p - - T UL - 'L :AIIN!+ rv;rFtOM -Hf E Icn N FAILURE IO U1ILO THE ~ • • BC L L 0 . 0 P S F Pl0 - L N G M O / F F h A L P 1 N E _ TRU N CONE M ,C,.1- 1;T1 iPl, OR E BR' T N O.NDLING SHIPPI9 ING`R',LI, GY& aRACiNG DF 'RUSSES_ 1 OESI N CC FORM 11-I P L C OE PRD IS[C OF OS (NATIONAL DESIGN SPEC, BY AF3P ) AND TP ALPINE 1 (A= f V 0 E--TCR LA F RE DL OF 0/ 8 16 w,H/S K STY A653 GRADE a0/ 0 (w, 1, S) GAL+ S'-EL APPLY ~•V/C~TF :0~ TOT. LD 4 5 P S F JE 0 L( N 79090 AN' LA f5F T0N FACFAT TRG .LOO BY N,E S F~ ALI BE S P R ANNEX G AS OF I T.T15 SIGN, GODS SELION PER D A SWIN EAL SGIN 6 THIS • ` ,v _ LEW Alpine Engineered Products, Inc. PE: D 1 IC 'ES oLAC P ' E OF iDFF IONA N 1. ERiNe RESPONSIBIL1rA SOLE OR THE TRUSS COMPONENT , . N IF n D U R . F A C 1 . 1 5 F R 0 M P W G Earth City, M0 63045 lu~~orrve oErvSR 1 i,NE r i P E R S U rv r ir. TY svD LzE 11 I H s cDMPDNErv: FOR ANY au . . D , N G IS THE a E S P D N S 1 s 1 n rr of THE 715 ~I~~~f Y S P A C I N G 4 . 0 ° R E F 1 S Y 8 2 5 13 L 1066475 /SLSH F i l l in l a t er , O H E S 1'0"14 Jack) THIS 0I4G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF /11//,12 90 mph wind, 19.94 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF J~1/~12 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Lt Siider 2x6 SPF 11l/1,12: BLOCK LENGTH I.501 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. 3X5 10 R=6 U=180 1-8-12 0 1p 1 M -1 R=12 U=180 3X5(E3) 3X8(E3) III 1-0-14 0 er 3 upports R=161 U=180 14=4" Design Cri t: TPI -2002 (STD) /IRC ~.~%~~~~t ~0 F~Q PL T TYP. Wave Cq/RT=1.25 (1.25) /10 (0) 7.25 O 00#010,0 OH/-/1/1/-/R/ IS cal e =.4" Ft. " WARNINf ROSSF EOJI3E [XT ME RE I IR1.A' ON NOII SHIPPING, STALLING AND BRACING- T C L L 25 PS JF R EF R 2 5 13 - 74025 PEFCR I C I ' OC BIIL~ 111G CO F E' SAFE FORMAT J ) PDFL~ LEL BY TPI ( RUS P AT INSTI iU TE S6] ~ D.OFRI. DR .,OIIC C MA'ISD, - OT :9) ND .NPCA G J T2US5 CO'NCI O" A.."I.,n 6300 ENTERPRISE LN, : * ~ SCOTT DISON J - I 9 ) JR sAFF'.Y PR 5 1 E S PRIOR 1 D PERFDZMI - RIESE a [ r I D N S E - s S 5""R.I5E I N O I Y A ' E O , ti • T C D L 10. 0 P S F DATE 06/20/06 OP _HGRU 41ALL -E ROPERS' ATTACHED STRICTURA, PANES AND BOTTO CNDRD SHALI- HAVE A PROPERLY ATTACHED r • SCHU 1 P[ D CFI C • • • • • BC DL 10. 0 PSF DIR'~W MOUSP2513 0L16171132 rtiR HO P OR TONN TRMA N [ E N w I T H ABC at P S I B S F ABR RICgNIO,EJHA L11TAILIT 11 N N P R O M 7HI SNGryS aIN$1'AR : N G Y 3F B R A C I N G E D F BTRJSSI11" r • / O ~ • B C L L. V 0 P S F MV- E N U MI]P P H ALPINE ~ l ESL D NECTOR F'LIT E oa ss ~a PDL orB o iRC IGtw Dis Ns nNrnl eA3 DESIGN SPEC BY ATaa i ~AwT s ALPINE •Ci~~"T f,~ I ATE TOT. LD. 45. D PSF SEAN 79032 P. S T, A H FACT E III SS ND I I DTNIa E LD EC N THIS DE IGN POSITION PER DRAWINGS :60A-Z. • ANY I P TI P E wED R L ER N E A3 DF T FD SE ON TH SAO L OUR .FAO. 1 . 15 FROM PWG Alpine Engineered Products Inc. ')PAWING DI Ar P DF RD RIN RE PONSIB a SOLEL FIR nrt T" SG GFMPO+ENr ~I /11yYQ - - -MFON,NT FOR ANY eU OiNG IS rNE RESPDNN.BIUrY OF THE Earth City, N1063d45 BbliDlrvG Dc51 UNCR HEk JIT /T~] T EAND I, _ IS !/11Jf 1I~fll••t SPACING 24.0" JREF- 1SY82513Z15 THIS D14G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill IT later, OH E3 4'3"5 Hip Jack Girder) Top chord 2x4 SPF ~,111112 SPECIAL LOADS Bot chord 2x4 SPF #111,12 (LUMBER DUR.FAC.1.15 / PLATE DUR.FAC. 1.15; :Lt Slider 2x6 SPF //I///2: BLOCK LENGTH 1.500' TC From 74 PLF at 1.46 to 74 PLF at 4.27 BC From 5 ELF at 1.46 to 5 PLF at 0.00 90 mph wind, 19.94 ft mean hgt, ASCE 7 02, CLOSED bldg, Located BC From 20 PLF at 0.00 to 20 PLF at 4.27 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 TC 12 LB Conc. Load at 1.22, 1.75 psf. BC 12 LB Conc. Load at 1.22, 1.75 Bottom chord checked for additional 20-psf live load in areas with Deflection meets L/360 live and L1240 total load. 42" high x 24"-wide clearance. 7-68 R=141 U=180 3X5% 3-8-12 0 1a-15 R=56 U=180 5X5 (E3) H0310 (E3) III ~1-5-9-J 4-3-5 4-3 5 Over 3 Supports R=366 U=180 W=4.567" {{{1111 Design Cr-It: TPI-2002(STD)/IRC PLT 7 y P 20 Gauge HS,Wave C /RT=1.25(1.25) 10(0) 7.25.19 OH/-/1/1/-/R/ Scrale =.4Ft~1. WA FARE N G N111 G III 9C5 1 03 L(611R'11[11 COMPO ENi SnFC T. FORMnT[ON). P U6LIS IIO 6Y fPI (FRUSS 1LAT NG INSAND TITUT A;"N11 • ~o T`~ LE 25. 0/ P Rtr R2513 7`FG26 'ONDFRI OR SJI IF (D MAOL 0 1 191 'W TCA !L1000 IRUSS COUNCIL DF ERIG 6- FD ENiERVRI SE ~N T 1 Y T - MAOISON, W SC 9) CR AFFLIY CT CCS PRICR 0 PERFf RMIhG FIIE S" FI1NC 'DNS LES DT.I R SE INO CAFE J 1 L. --o T C D L 1 D G P S F D A E 0 6/ 2 0/ 0 6 roP onoao sI-ALL IAVL PROP.r Arncueo sTRJC unn, PANES nNO aorroM CNORD sI AL~ InNE A PROPERLY ArTACNEG • _ RIGJO CFLUNG- • • • . BC DL 10.0 PSF D R W Mousa25I3 06171133 N N 0 I IMPORTCGANNF OTRMA NCE IRN -I II 11 E -PIav aF O IR _A .EeOSI IC LNG, -`E AFN IIINTGA,LLSAIiFION CDN TRn crow ALIIL ENGINEf REO • 53031 • • - 'AL I aL R seal O LL =DII Nr DEUIIC ROM Is oES:GN R , RE ro 3DILO rv B C L L D. U S F U F N P1 P A L P I N E OSS i I PING INSi L IN G & eRAC ING OF TRUSSES • -I DE I.N CC F R,5 rl APPL,CAOL P401I I FJ 0 DE (rvATLONA DESIGN 5 C RY F&PA) AND T?L ALPINE V • _ - C~NNECFOR roR E rc DI 2018/163A I F' Asrn 6S3 RAE 1I F61 w. 111,11 ALV SFEEL APPLY + / $ : TOT . L D . 4 5 . 0 o S F S E 0 N 7 9 0 4 6 ' S C F . R F J F R - S S A C J S S OTN6R I S F LJC T D D TN S D OSIi'G P E PER DRAWINGS I60A Z Products Y SPL IO F Pl LLO ED e 5 L E PER VEX 3 FF T I 2111 SEC. J. A SEAL ON THIS ,[i~' • • • • l-, Ale D CC(Pd Inc . DI -E ACC'P~'ANCE F ROF SS N I. C- I EER I, RES ONS[el v SOLELV F R TnE TRUSS DMPDNENT • • , D D R • F A C . 1 • 1 5 F R O M P W G P Earth City, MO 63645 aLS-DING DES.GNERF. R < u , I 3 1 1 , s sl: uOE D F I s DMPGN~NT FoR ANY e u L O I N G I S T n E a = . s a o n s L a , L . T r o f THE I S P A C I N G 2 4 . 0 J R E F 1 S Y 8 2 5 1 3 Z 1 5 (066475 / S L SH F i l l i n l a t e r , 0 9 E 6 0 " 13 J ac k THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1') Top chord 2x4 SPF 01/112 90 mph wind, 20.10 ft mean hgt, ASCE 702, CLOSED bldg, Located Bot chord 2x4 SPF #11)12 anywhere in roof, CAT 11, EXP C, wind TC DL 6.0 psf, wind BC DL 5.C :Lt Slider 2x6 SPF /,111112: BLOCK LENGTH 1.500' psf. Bottom chord checked for additional 20 psf live load in areas with Deflection meets 1/360 live and L/240 total load. 42" high x 24" wide clearance. 3X51 12 R=6 U=180 2-0-12 0 1a 15 R=12 U=180 4X6(E3) H0310 (E3) III PE 11 ~I 1-0-13 0 er 3 upports R=166 U=180 W=3.5" Design Crit: TPI-2002(STD)/IRC ~.~~~~~~tuH PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25)/10(0) 7.25 OH/ /1 1/ /R/ Scale =.4Ft. `WARNINb 1 bSL R ID R L ' . X R E L CARE [ F 3R[CA 1 0 HANDLING SHIPPING, : N S T A L L I N AND BRACING • : T C L L 25 . 0 P S F R E F R 2 5 13 - 7 4 0 2 7 IEFER TO 3 1 L3 BU NG COMP F I OR AT 0 7. B IS " By TP'. ITRUS PLAT STITLTE. 533 _'INDFR C i SH o. 1101 GN 53/'9 0 11 A (I.I) R-S G1111 DF -CRI CA. 63 0 ENTERPR UE MA9ISON I 3'197 OR 5 FETV k II ES PRl ak f9 PLSHORMT , THESE UNCTIONS INIESS OTME2WISE INDICAT E O, T C D L 1 0. 0 P F D A T E 06 12 0/ /06 TOP CHORC 1 L_ HAVE PROPERLY AFTACHED S'RUC TURAL PANELS AND BOTTBM CHORD SHALL HAVE A IR31ERLY AT TAC'IED • ,'O~A RIO CFI IN u r n (1 Li • 53031 W 3C DL 10.0 PSF DRW MOUSR2513 06171134 I M P 0 R T AN.. IUR C PY F T I I LES G TB 1 IN TA ATIC CONIR .T3R. -I !NE E' :NELRE3 I, F~ ALFIPJE RD B /Q• BC LL 0.0 PSF h10 ENG MGirPH TRUSS iN NF RM IT 02 0R tI G M NDLf C SH.PPING INS I' LING 5 92 ING Of TRUSSES - DE :Grv ON OR S -11 I'. 3L RO S19NS OF ND {NATIO )_SIGN SPEC By F5 7 ANO TPI ALPINE C O . CCNI L T S 1RF -OF 20181 Iw SL Sr S3 RARE 60 (N ) GALS EEL A-.-' /$j~ TOT. LD. 45. 0 PSF SEAN- 79039 L AL S T3 11111 FACE F TRUSS VO J LC S JF ER IS;CC TED 01 T111 CES- PL Ii. ON PER R I GS I6O c. I~ ~,`V`~b Y IN"LC 13 f L' 0 ED B 'c OF T. 210" C S' ON T' IS ~]I, F~ FROM (I E"'N EC N IL AN A I~ Alpine Engineered, MO ProduInc DQP cts BDESIIN U:LOIN SHOE IN CR TPERCAN 1/CP; 1 'EEf UZE O H`E 1OMPRNENTR f CRO ANVBHL ILJ'NGOLS T E3R:SPO CYMJONEyT ^ / ]A ¦ J D R . T AC. 1 . 15 1~R 0 1'I W Y E37[1l CI 'v L~ SPACING 24.0" JREF - 1S 82513Z15 (065475 / SL S H gi l THIS DWC PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l i n l ater , O H F 1" 3 " C o mmo n ] Top chord 2x4 SPF 1,111#2 90 mph wind, 23.57 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bet chord 2x4 SPF #111,12 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 psf. :Lt Slider 2x6 SPF 1,1111,12: BLOCK LENGTH 1.701' Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24" wide clearance. Deflection meets L/360 live and L1240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6-- 10 3X5 2X 41v 10 r 2X4111 3X5/i ~ 2 8 0 10 1 5X8= 3X5 (E3) = 3X5=- 3X8 (E3) III 0 "4 L 9-9-9 7-5-7 !Ez 17-3-0 Over 2 Supports R=1043 U=180 W=3.5" R=897 U=180 W=3.5" ,Sf11111t f ~ i Design Crit: TPI-2002(STD)/IRC % PLT TvP. Wave Cq/RT=1.25(1.25) 10(0) 7.25 ? 1 OH/-'1/1/-/R/- Scale =.25Ft. WARNING RISSFS RF I, E% 4 ME CARL : BI.I . IL AND[ INC, ,PP:NG, INSTALLING AND BRACING ~ 4028 RE i O SCSI 03 (BJ G COMPONLNI 5 CET NfLN.YA LN ION) BLISHED B. P. (TRUSS PLATE INS] `,TE. 503 Y , T C L 25 . D P S F R E F R 2 5 13 74028 O 0 2;0FR LIE OO D;SpN IJ .97 p ~Tlq ( D RU» .DUNG I_ CC AMERLCA. 6300 E iERPRI SC I.rv. ~ * L - D I D N , a I ins E ) R s r P 2 c s P R T C a D ~ERFGRIN T I E SE F H NT NS UNLESS ore cRw IN I N D I . . n r E O . Z ~ R A~/AN 6 • I1~ T C DL 1 0 . 0 P S F D A T E 06/ 20/06 OP CHORD SH- 'nVE IR.PERLY ATT-IcD STRUCTURAL PANELS AND _DT:OH CHORD SHALL HAVE A PROPERLY A"A HED • ING ` 53031 : LL W BC DL 10. C PSF DRW MousRZSIS 06171135 I- P OR T A NT FURNISH PY HE HIS DES G TO TI. SIALL T.0 JNTRACTOR. ALPINE ENGINEERED • 441 1 AL GT B" ,ES - GN 'IAT a I H I HE "I N, ANY 1!,I:R- 0 -L IHL A- F- A L R I N L tR 9S e CO FOR CE L T11 - OR ABR AT.NG HANDLING . HIPPING 15T5LL G& BRACING OF TRUSSES. ' • B C L L 0. 0 f' 3 r M 0- L N G M,1 I /P P H DESIGN CO FDN S ITH, PLIC -B._E PRD JNS DE DS 'NATIONAL ESI SPEC, 51 AF&PA1 AND TPI. ALPINE , / S T f A VVV~~ TOT . L D 45.0 P S F SEON - 7 9O52 CO E TOR LA LL RE M JE 7F 11/111311A w.I/S K, A'T' fi5J R DEO 6 KPH ALV TEFL. APPLY L T -0 c c G H ND unLE s D R ISL LOC LED 14 eE111Pos TI N PEz DR WINGS IeEA z. ? • • _II / All I GPE T N °L FEI ]wC BY _ IHAL 9E PER A N111 F TP[1 2002 SEC .3 A SEAL IN 1III5 V/O may} DUR. rAC. 1. 15 FROM PW'r7 Engineered ~2 DR I.G ! 0 T-3 AC EPL N SI PR F S JNI EER;N RE 0 SIB I SOLE Y F R :HE ROSS COMPONENT Aline Eailh C 0~63Ua50 3F,SjGA GHJEN ~NEft~PER SUN T,"L_ L AED E IF THS LIMPONCNT III All 3ulLDING 11 -111 RESPONS[B, LITY OF THE "..""N '1L~~1~~~ SPACING 24.0" JREF- 1SY82513Z15 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill in later, OH F GE 17'3" Gabe) Top chord 2x4 SPF P11y2 90 mph wind, 23.57 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SET 111/1,12 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x3 SPF(S) Stud :Wl, W2 2x4 SPF Stud or SP )/3: psf. :Lt Slider 2x6 SPF 111/y2: BLOCK LENGTH 1.701' Right end vertical not exposed to wind pressure. See DWGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more requirements. (A) 1x4 /13 or better V' brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" 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= W1 -1 10 (A) 10 3X5~i W2 2 8 0 10 1 3X5 (E3) = 5X5= 3X8 (E3) III 0"1 4 I_ 9-9-9 7-5-7 ,I 17-3-0 Over Continuous Support R=105 PLF U=12 PLF W=17-3-0 Note: All Plates Are 2X4 Except As Dhown. ~ gn Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25.Q~t OH/ /1 1/ Scale =.25"/Ft. "'WARNING" 'BUSSES REQUIRE ENTRLME CARE IN FABRICATION, LAN DI 196. SHIPPING. INSTA:LING AND BRACING. • • T 1., L L 2 5 0 P S F R E F P 2 5 1 3 74029 REF ~R TO 6051 -OJ BHILL-~., COMPCN ENL SAFETY IFIRMATIDNI PJBLI D 9Y LP: ('BUSS PLAT I S ITUIE 583 D'0 OFR"0 DR SUITF 210, n0 :50 WI 53 T9) AWTCn (WOOD TRUSS COUNCIL OF AMERICA 6300 ERPRisC LN, T 1 L. , VT DIS ON WI 53 1 91 DR S F.TY Pli CTl PRIOR PERFORMING 'NESE FUN T"" 1,rv LESS OIH-P IS- IND[CA FE D, ti = C D L 1 0 P S DATE O 6 / L 0 / 0 6 DP Z4DRD _NALL HAVE PROPERLY AT-ACHED SIRUC TURAL PANELS AND BDTIOM CIDRD SHALL HAVE A PROPERLY AIIACHED URWAN {J : N Ri61D CE IL ING • ^1un n(1 ~n~ BC DL 10.0 PSF DPW M00SR2513 o6.71T36 t` IMPORTANT' ~FIIRNISH A COPY OF THUS DESIGN 'O THE INSTALLATION CONTRACTOR- ALPINE ENGNFtRED 53031 - ALPINE PR ODU CLS, INC. SHALL NDI BE REPPOrv SI BLt FOR ANY DEV1 AIlCN FR]M 'Ins DCS Ln, NY F41 wRC TO "I'D L.HE i ~ BC LL G' G PSF INlll E N G NIUL PP h ANI TR H55 IN ONE ORMANCE wITT ipl OR FABR CAT ING HA'D ING S-I1 ING -v5"AL [ G & BRACING OF TR US $E S. • _ 7906 DESIGN 11111111 .L APPLICABLE P R O r I S ' I N S OF NDS ,rv.AT ON L C f 5 [ G S P E C . By AFBP NO ALPINE S T 1 ~ i TOT L D 4 5 0 P S F E (f N- / O AI A COrvrvECiOR P AL' ES A, I MADE OF 20.191(W ,15 11 ST M. 653 NRADE O/6C 'w. K S LIES L. AP? Y I v / C^ \ " PLATES TO EACH IA: E OF TRUSS AID NL >5 OT ER' S LOCATED ON OHS DESIGN, IS Sr ION :.R CR WNGS 160A,Z II F ANY DRA INSPECTION OF 'LA TES FOLLOwEO 11 111 ) ETA— BE R N % AS Oi 11 11 002 SE J 3E AL CN L 1 1 " F R D ~p III f ~~G RA1JI N6 (rvC ICA TES 4C EPTANLE . 20~E5510 L ' IEKING R_SaONS.J TN SOLE Y eP THE TRUS COMPONENT Alpine Engineered Products Inc. 0 IIS 4~~ DL)R F A C ti3ftil CiIV, MO 6364) BUILDINGH DESIGNER I PFRS ANSI/TPI_ N6 I SEC U9E OF 7I' [S COMPONENT PoR ANY BOILDING ,S III RESPUrvSIB'- TV OF THE #J111110 S PAC I N G 24 . 0 d R E F - 1 S Y 8 2 5 1 3 Z 1 5 p THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in later, OH F1 16'11" Common) Top chord 2x4 SPF 11l/f(2 90 mph wind, 24.10 ft mean hgt, ASCII 7 02, CLOSED bldg, Located Bet chord 2x4 SPF 1111x/2 anywhere in roof, CAT II, FXP C, wind TC DI. 6.0 psf, wind SC DL 5.0 Webs 2x4 SPF Stud or SP //3 PSI` . Lt Slider 2x8 HFN ~111112: BLOCK LENGTH 1.825 Right end vertical not exposed to wind pressure. 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-- 71o 3X5o~ 2X40 10 F 2X4111 3X8411 2 -8 1 t 3X5 (E3) = 5X8= 3X5= 3X12 (E3) III 9-5-9 7-5-7 16-11-0 Over 2 Supports R=918 U=180 R=888 U=180 ~~?/11111 / I,' PLT TYP. Wave Design Cri t: CP1 RT -1.55 (1 ~25C 10 0 7.25 J~`~~~ • OH/ /I/I/ R Scale =.25" Ft. '"WARNIN TR SLE RECUR, x R f 'ART I -YGRICATION HANDLING SHIPPING. `NSTA L' G AND BRACING REFER TO BC I DG (BU LING onPD E- SnrET. INF"GRnATI11I PJBLESHED Dv rPI ITauss PATE INSrITOF sea • i T C L L 25 . 1 P S F REF R 5 1 3 74030 nA OIISON1o 11 sj 'IT R 3. 19~1EDR EETNIa'N C S BP191 ATJ PERFORMING 'I1E SE rDN',AC ION OF AD NI LSS O6 HOE RWESEERND ISETED, - - "I CHORD 1111L HAVE PRONcIiLY ATTA_HED r • T C D L 1 0. 0 P S F D A T E 0 6/ 2 0/ 0 6 _rRLCruRAL PnnELS AND 11T111 aoaD SIIA LL HAVE A PRah ERLr ATrnaIED RIGID eEIU NG WAN BC DL 10.0 PSF DRW M0HSR25>3 061171137 IMPORTANT -EDR SH COPY C T`15 DES N TO THE INSTALLATION CONTRACTOR. 'TPINE ENGINEERED 5303+ 3E iE JM `HI ESI~' Y 'AiLJFL T~ au.~- Tn" 1 \ ,L I N L TRUSS IN CO FORM CE WI I OR F. DR A G iII CLI Y SHTPP ING IrvSTALLi G 6 9RACING OF 11A 02 5 1Ti PPL ABLE PROM S 5 Of ryCS (NATIONA. DESIGN SPEC BY AIVA) AND TPI A DE I COXF LPINE ? V SESt • • , B O T L L D 4 5 0 P S F S E NV 79073 -11NFCTU11 LIT ARE Jf F 20 8 t G w H/S/L) As 53 GRADE 0/60 (W, K/H,S) GALV. STEEL. APPLY / T L..TES LC E C.1 ACE D LRJ S ND UN :S J.HER.J SE GLA EO ON iN.S JE I., N, POST TEEN PER DR INGS 160A-Z. J V N INSPE ID D PL E FOLL'0uED BhJ( - SIOSN W HAT pE PER ANNE A A3 DF T A I L 2002 S E C J . SEAL Orv T H ~ • • • ~ ~ ~ ~ D U R F AC. 1 . 15 F R OM P W G ' AC E T ~EEER I N G RESP ONS IB IITY SO+.FLY FOR THE TRJSS COMPONENT AlpneEEkThCtyy,MO63645U 'JBRJI' WfBNG G IN01L, A NE IF P--RSJIT ,'TPI 1 SED JOE OF rns canPa cN' FOR ANY BUILDING L THE RESPONSIBILITY OF THE SPACING 24. 0~~ 1RFF 1SY82513Z15 THIS D!JG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in later, OH B G I R 1 14'10" Mono Girder) Top chord 2x4 SPF 111/p2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x!0 SP 2400f 2.0E Webs 2x4 SPF Stud or SP (E3 :W3 2x4 SPF #11112: Nailing Schedule: (0.131"x3"_Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC. 1.15) Webs : 1 Row @ 4" o.c. TC From 74 PLF at 0.00 to 74 PLF at 14.83 Use equal spacing between rows and stagger nails BC From 20 PLF at 0.00 to 20 PLF at 14.83 in each row to avoid splitting. BC 918 LB Conc. Load at 1.94, 3.94, 5.94 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"_Gun_naiIs ON BC 2306 LB Conc. Load at 6.69 THE BOTTOM CHORD ONLY. BC 1566 LB Conc. Load at 8.63 BC 1635 LB Conc. Load at 10.63 90 mph wind, 24.40 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC 1611 LB Conc. Load at 12.63 anywhere in roof, CAT IT, EXP C, wind TC DL=6.0 psf, wind BC OL=5.0 psf. (A) (2) #3 or better scab braces. Same size & 80% length of web member. Attach one to each face w/10d Box or Gun (0.128"x3",min.)nails @ 6" OC. 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. 2X4111 8X8! 3X5% s 5X8;= 10 11 W (A) 0-5-0 6X12 ill 6X12 (R) III 3X8 (A31) 5X8 (R) III 3X8 (A3) 14-10-0 Over 2 Supports R=5397 U=691 W=3.5" R=5870 U=760 W=3.5" PLT TYP. Wave Design Cri t: TPI -R 001.(25 D1 ~25 G 10 Ol 7.25 OH/-/1 1/ /R/- Scale 2"/F t. / ( ) ( / [ [ ICAT `R WARN aN BCS. TR,jSSE5BR!OUIINRG BIrvG COMP ONE tASAFETY F1AN FiDR MATT ON), PJBLIS GED BY LPI NGT411SS TPLA TE 'N51'BU TE!N5e3 C/ • p TL- LL 715 0 PJF REF R2J13 74031 D'ONOFR[0 DR. COI 112111 1 MADISON A. "'I') AND 111CA (WOOD TRUSS COIINCI? OF AMER.CA. 6JD0 E TE RPRI SE IN, w ? Y = I - - ) MADISON, WI 53]19) F9ft SAFETY FRA CT TLCS PRIOR FD PER"DRMI'D 1!IE SC TEO.N S. UNLESS DTHERWISE INDICATED, y 1 L. T DL 10 0 F7 S F D ATE 06 / 'L 01106 TOP CHORD SFIAIL HAVI, PAGPERLY ATTACHED I.L1111AL PANELS AND BOIEFUNTOM CHORD SHAT.!. HAVE A IRS PERE Y ATTACHED r : URWAN RIGID CEILING CH . 4n • . . + BC DL 10.0 PSF ORW MOUSR2513 06171138 'IMPORTANT' 'FURNISR A COPY OF THIS DES N ED THE INSTAL[ATIDN CONTRAWTOR ALPINE GNGIYEEa-D 53031 LJ • '~11 A L P I N E F R D U J C T S . [ S I I A E L NDi pE R F S F rv S I B L E FOR 4 D E V [ A " I p N FROM 1 ' N I S D E S I G N Y F A I . U4L D BU I ' D E O : L ~ ` L I J P S F M O- E N Lj I' ^~1I4 7 P P N T, VSS IN SID DRM 'CC 1 TPH : OR FAB RICATI G. FA oLING SNIPPING, .NSTALLI G b .RAG 'G DF TROSSES. DESIGN CONFORMS W:T1I PLiCPILI 11EIISIDNS DS NATIONAL DESIGN SPEC. BY AFb ) AND To) ALPINE I Y [ ( L'(~ '7 CO NECTDR PLATES A.I HIDE OF 11/ld/16GA (W, HIS K' STM Al" G4AJE 4D/611 (W, K H,5) GAL' TEE L. APPLY C' / C~ j TOT. L D 4 J 0 P J F J L- Q N 7 9 1 5 7 PLATES i0 EACH FACE D RLSS A" UNLESS EYE RW-.,E LDC D ON iH.1 DESIGN. POS TION PER OR ,NGS 160n-2 , . • l _ ANY , N O P E , T I O N O F PL E S F T OWGD ; ' . ) S H A L L D . P E R N A3 OF T P I 1 2G0~D' S E ] . A 1 E S DN E i l s . D U R F A C 1 1 5 F R O M P W G C efCd Products 6 Inc. fDAAw rvG DI!'A'ES AC tP1 4 E D. D'E 551 ONAL E "I rvEER[ 6 RESPONS[ [CITY F FOR EH TRUS S ~OMPEnEnT VVV Alpine Engineered 63da5 DESI GN SO- THE sH11ABILI: ND ISE DF TH.s CGMPCNEII 101 ANY BIILDINS IS THE RESPONSIBILITY Dr TIE Edrdi ard, Ciry, M63 BGTLDINGFEEL GNE,PE2ANS1/-PI I]EC z_ It's of 1.1111,%1 SPACING 24.0" JREF - 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH F 1' in Ia*_er, off E GIR1 4'5"13 End Jack Girder) Top chord 2x4 SPF 1111112 Sot chord 2x6 S P F # 1 / 8 2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SPF Stud or SP #3 Nailing Schedule: (0.131"x3" Gun nails) :Lt Slider 2x4 SPF Stud or SP #3: BLOCK LENGTH 1.570' Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" 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 78 PLF at 0.00 to 78 PLF at 4.48 in each row to avoid splitting. BC - From 20 PLF at 0.00 to 20 PLF at 4.48 (1) 1/2"-.bolts MAY BE USED FOR (2) 0.131"x3"_Gun_nails ON BC 888 LB Conc. Load at 1.85, 3.85 THE BOTTOM CHORD ONLY. 90 mph wind, 22.28 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere Right end vertical not exposed to wind pressure. in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 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. 2X4111 12 5 5 12 3X5Ai 0 15 2X4111 1OX10(E1 4-5-13 Over, 2 Supports R=866 U=180 W=3.5" R=1350 U=199 Design Cri t: TPI -2002 (STD) / TRC ~~~~~~•i~~~ PLT TYP. Wave Cq/RT=1.25(1.25) 10(0) 7.25.q+~ Q 4 0Hi- 1/1/ IR/- Scale "WARNING 'RUSSES R OIRE EXTRE E RE IN FABRICATiO ANDL:rv SHtPPIN _N-TALL NG AND BRACING. ~0 ` C r R11E2 TO SCSI t OB A11ILO:NG COnPO C T S FE Y I FOR n'ION) JOL.SHEJ BY 'PI fR USS Ln Tc NS ITUTE, SBJ T L L L 2 5 J P F R r_ F 8 2 5 1 3 7 4 0 3 c. D'ONOFRiO CR SuifE Lp, MAD ISM I S , ND i-A IIYOOD TRUSS COLN.I OF AMERICA 63DO EN-_R FIT' PRf PR[SE iN. - [ MADISON , :197 FOR PR -E 1F TO -RFOR L C TeESE TIG S JLESS O'H<RI SE In1ICA T"D, * ITT L. • T C D L 10 0 P S F D A T F G V 120106 TDP cnoaD s.IAL RAVE 'ROPe"I A A...1ED STRUCTURAL PANELS AND ea ran CHORD suAL, LAVE A PRGPE .LV Ar raa eD • RIGID CEILING , • • • HURWAN • X ~ BC DL 10.0 P S F D R W MousR2s1.3 06 17 1 139 IMPORTANT -URNIS COPS F THIS DFSIG ip i~1E i. ELATION SONTRAC TOR. _PfNE _NGINEERED ;0 a FaX _ D!vIA.I NS N FRGN rails-E SI CN. N AJaI uu uo ire • BC LL U. V Nsr MV EN G 1,10F'r Y1 ALP: WL cis n- AL OI sE aE;, ON rule O J FnB0.I A :NG, HANOLiNG SHIPP N INSTALLIIG S BRACI NG F LRUSSES. TRUS IN 0 TJRMA "E OR D E S I CDNF 5 I T ' I A111, O I F . ROVIS S DF 9DS ( N A T , D N g L DESIGN S P E C , BY AFd ) A.ND T P I . L P I N E ~ ~ ~ . ~ . TOT L L D 4 5 0 P J F S E Q N - 7 9 0 8 0 _ I'll FC 'DR PL 1E5 4R% OE D 1P 16 A (W i/S/K) ASTN A6" GRAGE / 0 W, K/H S) 'ALV. ST EE PPLY L E' :J E OF IRu S NO L S CTHCRU[SE LOCATED ON THIS DE I N. POSIT ION PER DRA :N S 60A-Z I~ ` o N ' N S P E C T 0 . OF ) L E S PO IL-CD BY HALL BE PER ANNEX Al DF T P I I - 2 0 0 2 SEC A EA ON THIS • R D U R . F A C . 1 . 1 5 F R O M P W G Ili Alp lne Engineered Products hC_ RNw,NG DI ES n L - E CF R E$S:'ONAL ENGI NEFRIN. 2ESPONST.. liv SDlFL1 :OR iNE BU ~.nPD FNS IV 'VV _p_ - Earth City, N,10 63645 9u" , S OO_~i1GNER E3~"" /_ipiI ~`~D JSE of H is ccnvDNENT =DR ANY FO r.D ING I~ rnE I seo rv SI BIL. TV DF T4t SPACING 24. 0 t]REF - 1SY82513Zi5 (066475 / S L S H F i l ? i n l a t e r , O M G 6 3 0 ' 4 " Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 1)1/112 90 mph wind, 22.81 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Rot chord 2x4 SPF 111/112 anywhere in roof, CAT IT, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Weirs 2x4 SPF Stud or SP 113 psf. :Lt Slider 2x6 SPF 1111112: BLOCK LENGTH 1.500' :Rt Slider 2x6 SPF 1111112: BLOCK LENGTH 1.500' In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for additional 20psf live load in areas with 42"-high x 24" wide clearance. Deflection meets L/360 live and L1240 total load. 4X6= 2X4111 4X6= ~ 10 2X42X441 10 F 3X8% 3X5 0 10 i ES- 0 10-1 T 5X8= T 3X5 (E3) = 3X5= 3X5= 3X5 E3 3X8 (E3) III 3X8 E3) III 0"I - 4 7-11-10 14-4-12 7-11-10 30 4-0 Over 2 Supports R=1659 U=188 W=6" R=1580 U=180 W=4" '`,tttillll IfI11j1I Design Cri t: TPI -2002 (STD) /IRC FLT TYP. Wave C /RT=1.25(1.25j/10(0 7.25 • OH/ /1/1/ /R/ Scale =.25 Ft. `*WARNING TPusSF. R-oHIaE E%IR' RG I ABR 'Ari'N. HA,NDLiNC SLIPPING. INSTALLING AND BRACING, R" ER To B' 1 D3 BIILO N3 CO ONEN SAFFr ,1'111AT-DNI. ~11BL[StED BY 'PI (TRJSS PLA-E 111 I`UTE, S83 ' : T C L L 2 5 0 PST R E F R21513- 74033 0 o11F Rlo m.. wnI 2L0. ADISOe, n 3T.9 N ) A urcA (oac muss ou NCl. GF AMePI;A 01a1 EnTEaralsE LN, w • AD-SON, WI ,3'19) " SAFETY PR U11CE, PIi IDR '0 PLHF ORMING THE c St FJNCTIGAS IN11 G' "IR"E INDICA rE O, T D i 0 . 0 p F' D A T C O C / 2 O / O C TOP CID RID LT SGHALL NAVE IEDPERLV ATTACHED STRUCTURAL VANEIS AND BDTTOM C11OR0 SHALL In vE A PROPERLY ATTACH RI ID 'E ED • WAN : li L L U V + • n • Uj B L 0 0 F DRW Mous IMPORTANT**FVR ISH A COPY OF THIS DESIGN 0 THE INSTALLATION CONTRACTOR . ALPINE ENGINEERED ^ 031 • - -RLs13 06171140 A N I N s N C , Dr r DLNv r ijo - L eu SE B C L L 0. 0 P F M i- LING Ol Q% P P 1 Z~L- S SHA BE RF BI E FnP 2 ill Ieo CONFORMNCTP P CONFORMANCE WITH H FI`[, R GV I OR S 1ABRfC1IIl Irv AA DNI G, SHIPPIN STALLING a BRACI 0 3IGN NG oFBTRUSSe r • ' DESIGN SPEC. OY AF P ) AND TPI ALPINE /K~~• - - CONNECTOR PLATES ARE MADE OF 20 iB/16GA (W 1'S/K) STM A653 GRADE D/69 ,W, K/I,S GALV. STEEL. APPLY • V/ S , ~A` TOT. L D. 4 5. 0 PS F S E A N 7 7 1 0 6 PLATES TO EACH F.gCL DF T2VSS ANO. UNLESS T1111' SE 0C iED ON THIS IESI N. '11SIT 1N PER DRA"I)GS 160A-7 I v ArvY fNSP E;T.DN DF FLATS FO, LG~+ED BY (i) SHALL BE PER AN Ek A3 JF 1111 ZG0 t.L ON iHIU • • Alpine End Nee[ed products Inc DRAWING INDICATES A c_PTANCT o - PRGFFSSIONAL EuGINEEa N RFSaDVS.BrLI oR L I E 4LSSS =DMPDNEN,, 1 I I D U R . F A G . 1 . 1 5 F R O M P W G Earth City, X40 63b45 DECEDNNe oES~GNERTIERSVNrABILI'Y AND asE OF T IS COMPONENT FoH ANY BdILDING IS T,yL RESPONSIBI-1Y OF THE /IIIIIrY ~ +rlltll SPACING 24.0" JREF - 1SY82513715 THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRDSS MIR. 866475 /SLSH Fill to la`_er, OH G7 30' Stepdown Hip} Top chord 2x4 SPF 1(1/(12 90 mph wind, 22.81 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF //1/,1f2 anywhere in roof, CAT II, EXP C, wind TIC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 psf. :Lt Slider 2x8 HFN {{1/12: BLOCK LENGTH 1.527' :Rt Slider 2x6 SPF //I//{2: BLOCK LENGTH 1.500' In lieu of structural parels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for additional 20psf live load in areas with 42"-high x 24" wide clearance. Deflection meets L/360 live and L1246 total load. 5X5= 2X4111 4X6= 10 2X4\\- L 3X8/i 1 t6 ~ O 10 1 = T 3X5 (E3) = 3X5= 5X8 3X5= 3X5 (E3) 3X12 (E3) III 3X8 (E3) III 0"1 4 7-7-10 14-4-12 _1_ 7-11-10 30-0-0 Over 2 Supports R=1566 U=180 R=1641 U=189 W=4" 11111 Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq)RT=1.25(1.25)/0(0) 7.25. Scale =.25" Ft. "`WARNING IRJSSE iF IRF F. TR E BARE N -ABR'CAI10 CLf. 'I G. .,TALL NL AND BRACING • 'ti TC LL C5 O PSF 7 - 7 4 V 3 4 REFER TO BCD :-G3 3U L9I G 10110N-NT SITE" v 9 - T ON ]BLISMEO BY T?: (TRUSS PLAT 1 S ITU'F. 583 • • • RE TF R 2 5 13 D-O NOFRIJ DR. SuISE 00. Nn~:SON 1 57 L VT CA 000 'RUSS COUNCIL 0~ AMERICA 6300 EN TER PSE LN. • r, D A E O / 0 6 -CISON, 1 53.9) F 4 F ry ~y C.IC_S PRICR TO ERFGR G <E rUNCTIONS UN..ESS LIME RN SE IA IED, : L. •6 T • T C O L 10 0 P S 06/2 TOP CHORD SHALL HAVE PR.. REV A 'nC ED S'RUCTJTAL PANEI.5 AND BOTTOM C40RD III AI 11171E n PROPERLY - A,..E'J V • RIGID CE f',IrvG - • - CHURW • BC DL 10.0 P S F DRW MouSR2513 06171141 IMPORTANT `FURNISH A .DPV F T IS DE 1 '0 -H: INSTALLATION CONTRACTOR ALPINE ENGfNF._RED - 53031 • lU n JIJ .6, " SNA 'CT 'J' RE N-NSIB N :D r '~N, Anv FAf LI RC ':O BJ:L - - • J ^ A/, 1 A L P I N E RUSS '~N ONF311MANC fT1 PI: OR "A"I 'IC AT G nNGLI G. HIF ! G-1 I's 5 BR4CI G 0 IRU SES O B C L L 0. u J F U t N U vlla f T C, A, S ' -SIG CO GR.S WITH C (CABLE ROY S NS O DS (N II_NAL OESIG PE BY AF&P ) AND TPI, AL 'Nr r _ ; C11111-11 P I . TES ARE ADG F 8 3 1 111161A ( W I / , STM .653 GRADE 11/11(1 , e / . , GP.LV STEEL A P ' ~ I V : TOT L D . 4 5 0 P S F S EON - 7 9 111 FL.ES TO E C' ACE OF TRUSS AND a LES Or CR I G CI"' O TH s GE I POs TI'n PFR DRAE 1 1,3 On Z. • /~'~,_j~ ( _ Y'NSPEC,ION F LAf75 OLLOU D B 11, JHA d 'ER ANNE, . 43 OF P 1 200 S 3 Al ON I. IS V • ~'rl Nov SDR (-A1. _ 15 FRO PWV DR ING I OI C. TES CC TANCE OF PRD. ESSIC 1 'NEERI IISP3N,'1311 SOL FTR ?NE FL SS ..JMPGrvErvT + Alpine Engineered Products, Inc 1. ~N Earth City, MO 63045 BUILD NG D E S : G N E R _ H E R S ' I "I P I , 5 D UZE OF N I S OMPo+_NT . , . AN, B U I . D I rv G s T41 I I E S P G N C T B L TY OF THE I ~ I '4184811811101"1 O N A L +1+, S P A C I N G 24 . 0 J R E F 1 S Y 8 2 5 13 Z 15 THIS DI-1G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill in later, OH G4 30'4" Stepdcwn Hip) Top chord 2x4 SPF 1(111/2 90 mph wind, 24.20 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF ((1/x)2 anywhere in root, CAT II, EXP C, wind TC DL 6.0 psf, wind BC 01-5.0 Webs 2x4 SPF Stud or SP //3 psf. :Lt Sider 2x6 SPF N1/1)2: BLOCK LENGTH 1.794' :Rt Slider 2x6 SPF 1Jl/1E2: BLOCK LENGTH = 1.794' (A) 1x4 j(3 or better "T" brace. 80% length of web member. Attach with In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 8d Box or Gun (0.113"x2.5" ,min.)nails @ 6" 0 C . 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. 4X6= 2X4111 4X6= 10 10 2X4\\y 2X4 i (A) 3X51 3X5o~ 0-10-1 0-10-1 3X5(E3)= 3X5= 5X8= 3X5= 3X5(E3)= 3X8 (E3) III 3X8 (E:3) III 10-4-7 9-7-2 10-4-7 IE 30-4-0 Over 2 Supports R=1641 U=187 R=1642 1,1=187 Design Crit: TPI-002 PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25. ` ~l • ~~i OH/ /1 1/-/R/ Scale =.25")Ft. RC FEa Nra ecs FR UO Eo1LI Jo LNG undo 111A11111 I F 11 ATr GOr+I. HIAu13u 11FD 1~ITV IIY gauss Fr LITI GiN111Ture:sa3 ~C/) `~ADISCH • •••Q ~i~ TC LL 25 G PSF REF R2513- 74035 D'ONOFR [D DR., DIiF Z00, A E MApLSON L WI SJ 713. D ,TC F ARJOOD iItUSS ED NC L OF MF1IC1 6101 tlTERPRISE LN, • . 1 ' I 517 1 9 ) F O R S F L Y PRA ! CES P R I G TD P E R D I G FSE £ D N C 1 I ONG UNLESS OTIIERNI SE I N D I C A T E D . ` * L~ • C D L 1 0 . 0 P S F D A T E 0 6 / 2 0 / O 6 TOP LHDRD 5N/,LL HAVE PROPERLY ATTACHED 5TRUUTUPAL PANE _S AND BOTTOn CHORD SHALL HAVE A PROPERLY ATTACHED S • RWAN • RIGID ILINC ? • • • 53031 W BC DL 10.0 PSF DRW MOUSP2513 0617L142 IMPORTANT FURNISH DP OF TH-S DESIGN TO THE I ST LAT 0 -DNTa CR. ALPINE ENGINEERED • - 11, S" ! NOT RC R R -E N. ANY TAIL BU;LD • ((f BC LL v. li PSF i`iC E11 Ui r r n I N C T1151 I CON RM rE Iii TI[, OR ABAI CAiING IAIDLIIG, I G I STAL' Nf 5 BRACING OF i. S ES l- DCS 6N CCNFOR 5 IT P LICAUIL PRl"i111N5 II 1,111 (NAT ONA,. DESIGN SP BY nF&PA, ND T11 ALPINE • - - L . O 11 .1 C N E LT OR 1 . E . R E ADE 0' 20 . B , 6GA (w H / S . N ) AS TM 6,3 GRADE aD/60 ( w . '/H3) GALV STEEL A P P L Y • ~ ; , T 0 , T L D 45. 0 P J F S F Q N 79 116 A ES T EA'.' FACE IF TRESS D. UNLESS D ER ISE '0 ED DN THIS DESIGN, PGSI TI CN PER DRA.I I 11 IS I111 Z • S T ? ANY 1NSEFCTI JN OF PL ES FDL'Gw' BY SHALL BE PER ANNEN A3 VF :P I1 20D2 SEC 1 SEAL ON THIS • • • r FROM Alpine Engineered Products Inc. DRAWING INDICATES C E E DF RCFE S,TDNAL EIGINCERI G RrSPON5rB LITY SDLELY FOR -111 RJSS ConPLNEN DUR FAC i 15 F'VDI'I PWG DESIGN SHOWN THE U IAB.LIT ND JSE 31 -HIS CGMPCNENT FOR 11 Y BUILDING IS THE RESPONSIBILITY OF THE ? Earth City,M063a45 BUILDING DESIrNFi PFR NSI/TP' I SEL 2 NA~L~~N~~ SPACING 24. 0" JREF - 1SY82513Z15 (065475 / S L S H F i l l i IT l ate r , O H A G i R 14 ' 8 " C ommo n G i r d e d THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x4 SPF 1111112 2.OE 2 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP 24000f Webs 2x4 S P F Stud or SP #3 :W3 2x4 SPF #1111,12: Nailing Schedule: (0.131"x3 Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) (LUMBER DUR.FAC. 1.15 / PLATE DUR.FAC. 1.i5) Webs : 1 Row @ 4" o.c. TC From 74 PLF at 0.00 to 74 PLF at 14.67 Use equal spacing between rows and stagger nails BC From 20 PLF at 0.00 to 20 PLF at 14.67 in each row to avoid splitting. BC 1641 LB Conc. Load at 1.71 (1) 1/2"_bolts MAY BE USED FOR (2) 0.131"x3'_Gun_naiIs ON BC 1620 LB Conc. Load at 3.71 THE BOTTOM CHORD ONLY. BC 1713 LB Conc. Load at 5.71, 7.71, 9.71, 11.71, 13.71 90 mph wind, 24.35 ft mean hgt, ASCE 7-02, CLOSED bldg, Located (A) (2) #3 or better scab braces. Same size & 80% length of web member. anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=5.0 Attach one to each face w/lOd Box or Gun (0.128"x3",min.)nails @ 6" OC. 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 [1240 total load. 2X4!11 8X8% 3X5 6X8% 10- 6 8 W (A) 0 5-0 3X8 (A3) = 6XI21il 6XI2 LIP) III 5X8 (R) III 3X8 'A3) 14 8-0 Over 2 Supports R=6303 U=745 W=3.5" R=6901 U=794 W=3.5" Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT-1.25(1.25)/10(0) 7.25.Q1t 1 OH/-/1/1/ R - Scale w 'o B 3 IRE Ex RENE Re IN G aRl I cn CA uGN HANDLING, FR C NIPC'"~rR ss a~"rlNc AND BRACING ee TC LL 25. 0 PSF R[I R25I3 74036 RE E.R rc G3 (eui o , co Po F r s. rE .FOR-An on P~eus o av rPI - JNOf AIO F0.GITC 2 O G[SJ T )9) (F OOO USS O OF A ERIC 63~ L T • Y - OISON, L 3~ 9) fOR civ PR CF ,c5 r'RI R G PE 2F GRMfNG THESE FJ ['T'G S. LE O)'.IERi SF -"ICn FED. r• L. IN" T' TC DL 1 t O0 P S F L/MATE 06/2-0/106 TOP CHORD SHALL HAVE PROPERLY Al AC1ED SIRBBT6.A_ FANS; AND BOTTOM CI1G1j SHALL HAVE A 9Ro,cR,Y nrrACILI -0 HURWAN 1. V RcD C~uN 53~gJ1 • ABC DL 10.0 P S F iRW MuU,R2513 06171143 IMPORTANT LIT I 'JPI JF T CCS[ TO THE INSTALLATION CG TR CTOR ALPINE ENS -ERIC Or, ~ F • Z 'Jl ' R _/--A n Rr c.:,R f` ,r T111 C> . I ] S C C 3 L M"I N 1!~t - 1RJ IN C FUR ANCE I M P1: OR BR IC I; G NDLf NG liI 'I N G TA,I IN n BRACING O IRu$S.3 • C L D P.)I l~-^L'N,] l.)/PPt) - ES N CO FORMS WITH FPL [ FILE RO IS NS BY N GS ( TI N L FSION P B. AFSP ) G TP[ LP NE • F E ~V 7 J I J 2 D ECTDR P ES ARE CE OF 20,16PI6CA (EI,H / ) Ao,n 63 R DE /6 RS S , STEEL F+ , . • /$T f^A'•`~~.• TOT. LD 45.0 PS S 'A A PLA INSPO EACH FILE OF TRUSS IND, HUrv EISSHTH- LOCATED EK oN OF r II ION PO SI ION HER DR _ LSONOOn T. III ~~~1 - ES~ Alp ne Engineered Products Inc oRAw NG L 'TES A Q FE = I N I N _ E R ( NO EPN R S . S I B I T GLEL FOP H E TRG _DMHO1CIT Z~ D UP . F A C . 1 . 15 F R O M P W G Earth City, MO 63445 BUILD DESIGN N eHDES,cn,R FE R L ~1-11 ND S DF HIS CCv 'NT FOR ANY 3L[LD rN., it TIE zE3POnL Bc eT' OF me NrA~ Ns j E_ BE SPACING 24.0" JREF- 1SY82513Z15 (066475 / S L S H F i l l i n l a t e r , O H C G I R 14 ' 10 " Common Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x6 SPF )11112 :T2 2x4 SPF )/1/,1)2: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP 2400f 2.0E Webs 2x4 SPF Stud or SP #3 :W5 2x6 SPF #1/#2: Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) (LUMBER 0UR.FAC. 1.15 / PLATE DUR.FAC.-=1.15) Webs 1 Row @ 4" o.c. TC From 76 PLF at 0.00 to 76 ELF at 10.63 Use equal spacing between rows and stagger nails TC From 76 PLF at 10.63 to 76 PLF at 14.83 in each row to avoid splitting. BC From 20 PLF at 0.00 to 20 PLF at 14.83 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3" Gun nails ON BC 1642 LB Conc. Load at 1.88 THE BOTTOM CHORD ONLY. BC 1667 LB Conc. Load at 3.88 BC 1713 LB Conc. Load at 5. 88, 7. 88, 9.88, 11.88, 13.88 90 mph wind, 23.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC OL=6.0 psf, wind BC DL=5.0 Bottom chord checked for additional 20-psf live load in areas with psf. 42"-high x 24"-wide clearance. Right end vertical not exposed to wind pressure. Deflection meets 1/360 live and L/240 total load. 5X8 10 10 F- T2 7X8o' 5X100 W5 6- 4 0-10-1 5X8 1) - 6X12111 10X10= 4X6111 10-7-8 4-2-8 14-10-0 Over 2 Supports -1 R=6299 J=731 W=3.5" R=6999 U=794 W=3.5" ,gyp 111J D e s i gn C r i t: TPI -2002 (STD) / IRC 0 la PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25.t~' • ~7 OH/ /1/1~ /R/ Scale =[.25Ft. R 83 ' TC LL 25. D PSF REF R2513 74037 AE FER NTO RC 1 1L03 ESBU ELIDING CoMPONE fAS A4F TY Ff4 RO RMAiION), HPUBLI]GC'J BY Ti PIN RUSS TI LgTE Gf ST BU iE 14 D'ON O FRIG UR S MADI FE OR S 200 DIPSRON, I Z_S 3PR1, I9) OR ND WE'RCA (WONDDT DUES TRSE S O UNUCNcIL OT OICAT T C D L 10 . 0 PS OF CR ICA. 6]00 ENT'RPR.SE ('F DATE 06/20/06 SON1 3.19) M Ty - TO FORG T [OHS- UNLESS nLRW SC ED. v • L • T CHORD SHALL RAVE 'ROAFPER LY AT AC11 STRD .T ORALPPANELM S AND 00; TOT M CHORD SHALL HAVE A PROPER: A-rACH i • RWAN ~ VLF OP 01 CE-LIG = • • 41 53031 W BC DL 10.0 PSF DRW MOOSR2513 06171144 IMPORTANT "FJR SI COPY Of IIS OCSIGN TO THE 1 Sr LL ,ION Con TIt CTOR. AIPI E E G,NCERED • _ _ L7 _ `.A I t, A L i I N E DE51 _.S SHAL 3 LTLLN PM a I,.l tS ) A.i "'L' O • ~ B L L 0 0 !J S _ N X 0 F~ I`1 T4u5 IN NF R T TP R , 5 O 0 ArvCE 1 1 J AORI A G HANGL[G, SNIPP NG, [N TA ING 8 BRA- NG JE Sc~. /A • _ CO FORTS .JITn PPLIC.aBLE 0.01ISIONS OF CS CIA-11111 DESIfv E 9 AF&PA rv0 TI APINE v1/ST CONNECT' SL' . E L . APPLY VVV G R PL 1,5 ARE MADE OF 20 R 6G (rv, /S K) S -M A65] .,R ApF O/50 ( K II S .4. S G~~•~ TOT L D 4 5 0 P S F S E A N- 7 9 1 7 7 ' A'ES TG EAC~ FACE O' TR'.,SS AND UNLESS of IE 44ISE LOCATED " THIS DES[ PDS 'ON PER OR WINGS T6 A Z I r _ _ OF PLA `E~ FOLLOw D BY 1 ,II LL 3E '-.R ANNEX 3 OF TPI CO' ~E 3 SE L GN THIS ~I 00677• • y`,ry / n,I All IrvSPEC ON pRANING IVDI CATES ACCEPTANCE OF Ror UIONAL E.,.PNR C 0._SPnNSTB[LIT SOL FCR TryE 4U A COMPONFNT DL)R EAl.. 1 1 (-R01"I WG OW N A1E ~e EEa~ith Cty, MProduc O 63b45c BUILOINGry DE SIGNEk PERSDITABTOI 1 4NO Jse OF TI[S CCEE%ENT .DR ANY 9IILDIN„ 5, ITS .PSPDN',.B 11 IY eF -1E N SEC 2 +NN U~~ SPACING 24.0" JREF- 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ,1066475 /SLSH Fill in rater, OH G2 30'4" S?epdown Nip) Top chord 2x4 SPF #11112 90 mph wind, 25.20 ft mean hg',, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF )/1/f/2 anywhere in roof, CAT l1, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP )(3 :W3, W4, W5 2x4 SPF 01102: psf. Lt Slider 2x6 SPF 11111f2: BLOCK LENGTH 2.137' :Rt Slider 2x6 SPF ))11112: BLOCK LENGTH = 2.137' (A) 1x4 /)3 or better "T" brace. 80% length of web member. Attach with ( B ) 2x6 ({3 or better "T" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" CC. 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. 4X6= 4X6= 3X5/i 3X5o~ 3X5~i W 3X5 W. (B) 10 10 3X51 (A) W4 (A) 3X5o~ 0-10 1 0-10-1 T 3X5 (E3) = 2X4111 5X8= 3X5= 3X5= 2X4111 3X5 (E3) ° T 3X8 (E3) III 3X8 (E3) III 12-9-4 4-9-9 I 12-9-4 30-4-0 Over 2 Supports R=1620 U=194 R=1667 U=194 Design Crit: TPI-2002(STD)/IRC E PLT TYP. Wave Cq/RT=1.25;1.25)/10(0) 7.25?~ Scale =.2" Ft. -WARNING' TRUSSES RED .RE CXIR-ME CARL' I FA6RICAT'SN. DtI.C. SHIPPIN; INSTAL_I C INC BRACENG. ~ , 74038 REFER 10 BC I 1 0_ I'DII.DING [DMPD E S FET 'NFOP TIJN) UB,ISHED UY III (TRUSS PLATE I STI-UTE, 583 Y~( r L L 2 5 P SF REF 8 2 5 13 D'aN OFRIO GR.. 5 ICE 00 F!FlDI SDN S 19 D `JT wooD TRUSS 1'111N11' OF 111111A. GBDU T RPRISE LN. G * T` MADISON, - L 3719 7 FOR 5A Err PR AC I E .R i '0 3 O P'RF OR M- i N F E E F J ' L O'S JNLE SS rHER SE I N O I CA TE D . • T C D L 1 0. 0 P S F D A T E 06/20/06 'OP CHORD SIA 1 HAVE PROPERLY ATTACHED SBU-TGRAL PANELS AND BC-DM CHORD SHALL HAVE A PROPERLY ATTACHED .10 & R I CEILING W BC DL 10.0 PSF DRW MousR2513 oanLlas 3031 MP OR TANT 'RNI COPY OF III DESIGN D THE I ST IL D T2 TOR ALPINE NG,NEEREC R E B E P LE Ni - E N- P ,L~ -HE : BC LL 0 0 PSF i10 ENG r10/ PPn A L P I N E _ TRJS N (.O FDR F If11 TA I. OR FABRIC 1 G ANY [NA HIP [ TALI G B BR CIV O TRUSSES DESIGN C NF R WI 'H P L(C B 130 I IONS F N CS n" C L E I.,rv S J' nFSP AND TP ALPINE • l.• G~ ~ ` ? n C "INISTIR .E 0.E O [ OF 20111161A , w S K S TM 6 11 SE ALE 11 J i S A L V . s E APPLY / S T y ~ ~ ~ ~ / ? v TOT L D 4 5 0 P S F S E 0 N 7 9 1 2 4 PLATES ACH CE DF s NO NLE55 O P I E LOC r 0. "IS D °G ON PER JR loOA. Z. ~j • V ? AN' INSPEC P TI0 OF _ F OW O B BE PLR ANNFt 3 IT it 02 SL 3 ON `HIS DOR. FAG 1. 15 FRO PWl7 pR ING J' T S A P N IF P2 -SLO N. NGINEERI ,t PONSIBIL 1 SDI FAR ~'IIE RU SS "MPDNE N'. I Aline En neered Products Inc EarthCiy, M063645 ao .olNC oENreNE,rPE GIs B 1 T 'EC IsE of Is conPONENT oR ANY BI ,ING IF, TIE RESP N BILITr of TH_ licit SPACING 24.0" JREF - 1SY82513Z15 THIS D11G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR GS /SLSH Fill in ',ater, OH GS 30' Stepdcwn Hip) Top chord 2x4 SPF 11l/112 90 mph wind, 24-20 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Hot chord 2x4 SPF 1)11Q2 anywhere in roof, CAT II, EXP C, wind TC DL- 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 psi. :Lt Slider 2x8 HFN 1111112: BLOCK LENGTH 1.918' :Rt Slider 2x6 SPF 11111,12: BLOCK LENGTH 1.794' (A) 1x4 #3 or better "T" brace. 80% length of web member. Attach with 8d Box or Gun (0-113"x2.5",m!n.)nails @ 6" OC. In lieu of structural panels use bur lins to brace all flat TC @ 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. 4X6= 2X4111 4X6= 10 10 2X40 2X40 (A) 3XS~i 3X5 16 0-10 1 3X5 (E3) = 3X5= T 5X8= 3X5= 3X5 (E3) 3X12 E3) III 3X8 (E3) IN 10 0-7 1 9-7-2 1 10-4-7 1 30-0 0 Over 2 Supports R=1635 U=189 R=1626 U=188 Design Crit: TPI-2002(STD)/IRC Alto 1100,0,11PPLT TYP. Wave Cq/RT-1.25,1.25;/10(0) 7.25 QP~i. • 1. OH/ /1/1/ /R/- Scale =.25Ft. ~wARNIN R , s s r s e E F , LCTR nE I - A 3 R CA-;O I A N O , i N G . S H I P ~ I c 1 s I G L BRACING ? • 4 ~ T C L L 2 5 . 0 P S F R E F R 2 5 1 3 7 4 0 3 9 PIC IA, 2E rCR 10 G ,-0 GL ~CMPC E I IFE Tf TOR MAi 0V) IIBCI SX BY _P TRISS LI S T'T' J • 0 9N0 rr-R D 013 SU [3I 00 MG1150 W '19 A NrCA ,1'000 iRJ55 OLNCI OF ER~ 6300 L E0.R;SES8LN. TT • - 11 D . S O N . 1 3 ' 1 9 ) I O N t ' R T I > '2 R 0 .cRFO4niN„ ESC l ' : . I O N S . JNLESS AHC t I I S O~Cn'EC ITT L. • T C D L 10 0 P S F DATE 06/20/06 '0" C!10 RO SIA._L HAVE PZ~PER LY AI TA TH EG SCR JC r,1,A~ PANELS AND AT, I D, '0 SHALL IA/E A P0.GPERL'! ATTACHED r • R;GIC CCIL• HURW • I 5U • W BC DL 10. 0 PSF DRW MOISR25I3 06171146 0IMPIN O FD TP[, OR _AE1ICATI S G,rv, FLING. S,NN .,N,.. INBF AF&PA) STILL:NG ANC BRACING OF'LR ASPINE O • r r / n 1z HL1, 1''~C 00'E N TOZ OD-{ FIRE n NPPAJLE.F ti'1/j c 08 ROVTITS ESION I1S5IONGS 0 .H'NI NOKO~ASTMA65DJ SRADEDa5PE: I(NCLORH5')ON ;APCV LSTEELErvG [ APP0.Y0 ~CG•~ • B TOT L L L C 4 5 V 0 VJ PSF SriE'u L' QN^VU 179129 O v_~• T F . . E 0 E C C Or RU VG J L S ]EAIE 1 JN LH D S V Pp1 ER DR IVG .0A-C. •••/C V t " N I PE 10 'I Tk5 LLO' 0 BY I SF L' 3E °ER AN NIX A "F 1-' 02 SE 5E I. 11' 'HIS I~ 1 Alpine Engineered Products [~c, T N I 1 C D I C T s F PRGF , ; G L E N G I N E E R RES G,NSrG L I F s O L E ~ Y FGR T 1 I e I R C CnaGNEN- ~ 4 A ~ + D U R . F A C . 0 . 15 FROM P W G AI NE P Erth City, [N40 63645 Bu.L-NG GEAINN~R PFR ANS[/ E0 G2E of rN1~ CONPGNFM1 ,oR ANr 3v LG NG I~ r L sESaous .IL:rY aF A I ~ 1t'04~~~ S P A C I N G 24 . 0 D R E F- 1 S Y 8 2 5 1 3 Z 1 5 Its THIS D4G PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in later, CH D G I R 6'1" Mono S1rCer) Top chord 2x4 S P F # 1 2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x10 SP #1 Webs 2x4 SPF Stud or SP H3 Nailing Schedule: (0.131"x3Gun_na11sj Top Chord: 1 Row @12.00" c.c. SPECIAL LOADS Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) -(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.-1.15) Webs : 1 Row @ 4" o.c. TC From 76 PLF at 0.00 to 76 PLF at 6.08 Use equal spacing between rows and stagger nails BC From 20 PLF at 0.00 to 20 PLF at 6.08 in each row to avoid splitting. BC 1626 LB Conc. Load at 1.88 (1) 1/2"_bolts MAY BE USED FOR (2) 0.131"x3"_Gun_nail s ON BC 1650 LB Conc. Load at 3.88 THE BOTTOM CHORD ONLY. 90 mph wind, 21.41 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere Right end vertical not exposed to wind pressure. 1n roof, CAT II, EXP C, wind TO DL=6.0 psf, wind BC DL=5.0 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. 2X4111 10 5-1 -14 0 1p i 4X6 (BI. ° 2X4111 6-1-0 Over 2 Supports R=2063 U=244 W=3.5" R=1798 U=214 W=3.5" PLT TYP. Wav e Design Crit: Cq/RT l.~~511 /25) C/10(0) 7. 25.1~1'~~t~~tt, OH/ /1/1/ R/ Scale =.4Et. -WARNING- r F SSCS h Q 1 : 1 1 EXrR r cRF I N F B R . C - I C ' LANDLIN s , I P P I N 6 L L I N D BRACING ~ • ~ • T C LL 2 5 0 P S F `'r0-- REFER I D 'III 03 ( B L ; D NG COM PO t r SAFETY FOR T I O UB .I S I I C L B . T P I ( 1 R Ss P N l l ru T [ , 58:1 • R A F Ri? - 5 1 3 - 740 D'ONIFRID D S I I r 1 1 1 ADISON I S A- I A ND w,SA (IF r i I S S "CS' O F AI"1 A , GJDn ENT`RPRISE L N . A'ADISON I GT 9I FJR - F T Y P R c r S P R : 1 R - PERFGR I N r T SF F D C -ONS N S J T 1 E R R J S F I N D I C A T C D . * TT L. • ' 1 t T C DL 10. 0 P S F D A T E 0 6/ 2 0/ 0 6 T1P CH1RD 11- xAVE PacPSLY ArTAC:ET sTRUCIUaAL PANELS All 1lTI1H 111111 5IAL RAVE A PROPERLY ATTACHED • _ RIGID CEILIxG _ CHURWAN • oc - 53031 ; W t BC DL 10.0 PSF DRW MoGSazs3 oavllax 1MPORTAN FuR Is CGPV F Ti D' .6 1 + [ S - 1N IIIRICTIR ALP"' TI, I nEERED • L, 111A 1 IN HIS ~F],j PSF P1C Ef1u"10,'PPfi ~ES ; X11 BC LL 0 1 A L P I N E RJSS In C IF OR'1A NCE IT"I t 1. pR F BRIG I G "ANGLING S :P~ G INS TALLINf B r1R AC G f 11111 SES r OPSIGN CONFORMS lITH P L CABLE PR V 1 S 1F NOS (NATIJ LESI:.N PC BY 1111 1 A D TP ALPINE oxxccroR PL TES ARE 1E o G 8FI6c I r AsTn G RARE aD 61 C eT s AL, PPLY ; TOT. LD. 45.0 PSF SEAN 79170 PI AT_., T1 E ~H FACE OF RLSS NID 5 T{ER S- LOC T D CN RIS D S IF ITT] PE' DAWII~ 161 A.-Z. /ST~ ? D_U R F F1 ANV IrvSPE 0 OF PLP ES L b- B ( I Hn L R R A FX 6F LPI1 zoo SE S ON Tn15 v~/~~• • ? p /C 1 15 E R D M P W G 11 Engineered It, oRnuln6 I D C TET AC E T E ]F PRO, I -IONA I: CRI 6 i PpNSIBI rT J-E R HE '1" S ~P111INr Alpine Engl?ZP,fOd PfOdUCt$ IOC. DESIGN SHOWN. Ts S,,r B L:rY AIL ~L of rH S .,Gn=pNENr OR Sly' NY 1J-GIIG ES 1 x I N.,ID.~ Tr J° THE ~NAL VVV - Edid) City, MO 63645 5UILDIN3 DE INNER PER AN> ,IPI T SC- 2 SPACING 24.0 JREF - 1SY82513Z15 +++ettnt LOADING CRITERIA TOP CHORD LIVE LOAD 25ps,f, TOP CHORD DEAD LOAD 10ps,f, BOTTOM CHORD LIVE LOAD Ops.f, O BOTTOM CHORD DEAD LOAD10p.s,f, TOTAL LOAD A5ps,f, DURATION FACTOR 1.150 WIND STANDARD ASCF 7-02 WIND SPEED 90 mp.h. BUILDING EXPOSURE C BUILDING TYPE CLOSE? ALL SPACING IS 24' D.C. EXCEPT AS SHOWN DO NO CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. FRONT ELEVATION REAR ELEV TI?N RIGHT FRONT LEFT REAR IT IS THE RESPONSIBILITY OF THE BUILDING -J13'4w9 23H3"e° 14 254 APPROPRIATE CONNE T13 PROIDE TRUSSES N To r-jr SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL ONSIDERATIONS FOR MECHANICAL EQUIPMENT w8 R T AND/OR PLUMBING (AND THEIR CONNECTIONS) Z R1 I IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT _ O PRIOR TO FABRICATION. IL R' _ W WARNING _ CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPON%ILITY OF THE TRUSS DESIGNER, 1G1~~ ry~ PLATE MANUFACTURER, OR TRUSS B. LL. N ¦ Q MANUFACTURER PERSONS ERECTING TRUSSES {Y pJ ARE CAUTIONED TO SEEK ADVICE REGARDING ERECTION BRACING RICH IS ApL~WAYS REQUIRED " LLI TO PREVENT TDPPLIWNG AND DOMINDING DURING 0 = ERECTION, AND PERMANENT BRACING WHICH 0 V MAY BE REQUIRED IN SPECIFIC APPLICATIONS. . i (0) Z S E 'BRAY Q7 G WOOD TRUSSES CO MENTARY II - - - / - Z T AND RECOENDATIONS' (HIB-91) M FOR _ LLI FURTHER INFORMATION. II - Q TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED " BE HTHE ANDLEDN WITH REASONABLECARE SDURING II - _ ERECTION TO PREVENT DAMAGE OR PERSONAL " INJURY. II APPROVAL SIGNATURE O ' i 0 YOUR SIGNATURE WILL ACKNOWLEDGE- - I- Y Q 1) AUTHORIZATION TO PROCEED WITH FABRICATION 2> VERIFICATION F. ALL DIMENSIONS, CONDITIONS, ~ A , ci2 W Z o 0 LUER ANDS, ET PTICH, HEEL EL HEIGHT, N II 3) TRUSSES WD1 BE MADE IN STRICT ACCORDANCI ' Q Q Q Q WITH THIS LAYOUT. Go Z W W Q Q 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AN a W z WARNINGS ON THIS PAGE AND AGREE TO BE 02 W<XUUUUVWW SIGNEDarrHEM II Y~ Ii m W = DATE-------------- - - =L-0IR 0Z W ce rx ~ & LUMBERCRAET 5200 WINCHESTR NAL W NCHESTER, I HIO 43110 833- HANGER LIST: -i F M J:gg CA FAX (6141 8333--668 6666 3- HHUS210-2 I I ' v v N N N PHONE (614) 55 cur aEa s Showcase Homes ~ w w ~ • 208~i6 4 204 ~N H H Braemar ° = N N N N N N TiHUVSUamv Gre stone Mews SGLLE MTE IXtAYN HY ,1ID N Eft ens' =roe/2vOS PWG Q66475 D ~9 - 2 0105(0 Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 344-9121 Page 1 of 1 Document ID: 1SY82513Z1 520 1 43 604 Truss Fabricator: Lumbercraft Transmitted From: Cklier@straitandlamp.com Job Identification: 066475-/SLSH Fill in later, OH Model Code: I R C Truss Criteria: ANSI/TPI-2002(STD)/IRC Engineering Software: Alpine proprietary truss analysis software. Version 7.25, Truss Designs-oads: Roof 45 PSF @ 1.15 Duration Floor N/A Wind 90 MPH (ASCE 7-02-Closed) Notes: Seal Date: 06/20/2006 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/TPI 1 Ohio License Number: 53031 2. As shown on attached drawings; the drawing number is preceded by: MOUSR2513 Details: BRCLBSUB-A10030EE-GBLLETIN-GBLBRSTC-A10015EE-GBLBRSTD- Submitted by PPH 14:33:58 06-20-2006 Reviewer: MO S~ Ref Description Drawing# Date # - Ref De scri-pt ion Drawing# Date 1 73991--R 13'4"8 Mono 06171185 06/20/06 39 74029-F-GE 17'3 Gable 06171136 06/20/06 2 73992-R-GE 13'1" Gable 06171184 06120106 40 74030-F1 16'11" Common 06171137 06/20/06 3 73993--L 16' Scissor 06171186 06/20/06 41 74031-B-GIR1 14'10" Mo 06171138 06/20/06 4 73994--L-GE 16' Gable 06171192 06/20/06 42 74032-E-GIR1 4'5"13 En 06171139 06/20/06 5 73995-L-GIR 16' Common 06171188 06/20/06 43 74033-G6 30'4" Stepdow 06171140 06/20/06 6 73996--N 13'8" Mono 06171187 06/20/06 44 74034-G7 30' Stepdown 06171141 06/20/06 7 73997--0 23'3"8 Common 06171191 06/20/06 45 74035-G4 30'4" Stepdow 06171142 06/20/06 8 73998--G 30'4" Common 06171183 06/20/06 46 74036-A-GIR 14'8" Comm 06171143 06/20/06 9 73999-01 22'11"8 Commo 06171109 06/20/06 47 74037-C-GIR 14'10" Com 06171144 06/20/06 10 74000--B 14'10" Mono 06171189 06/20/06 48 74038-G2 30'4" Stepdow 06171145 06/20/06 11 74001--A 14'8" Common 06171182 06/20/06 49 74039-G5 30' Stepdown 06171146 06/20/06 12 74002-R1 13'4"8 Mono G 06171190 06/20/06 50 74040-D-GIR 6'1" Mono 06171147 06120106 1 13 74003--J 21'2" Mono 06171110 06/20/06 51 74041-G3 30' Stepdown 06171148 06/20/06 14 74004-J-GE 20'8"8 Gabl 06171111 06/20/06 52 74042--G1 30' Common 06171149 06/20/06 15 74005-K 15'11"8 Common 06171112 06/20/06 53 74043--C 14'10" Gable 06171150 06/20/06 16 74006-K1 15'11"8 Commo 06171113 06/20/06 54--74044--D-GE 6'1" Gable 06171151 06/20/06 17 74007-A-GIR1 14'8" Com 06171114 06/20/06 18 74008-K-GE 15'11"8 Gab 06171115 06/20/06 19 74009--P 11'2"8 Mono 06171116 06/20/06 20 74010-N-GE 13'4"8 Gabl 06171117 06/20/06 21 74011-0-GE 23'3"8 Gabl 06171118 06/20/06 22 74012-B-GIR 14'10" Mon 06171119 06/20/06 23 74013--H 20'4" Common 06171120 06/20/06 24 74014-E-GIR 4'5"13 End 06171121 06/20/06 25 74015-H-GE 20'4" Gable 06171122 06/20/06 26 74016--1 12'3"8 Mono 06171123 06/20/06 27 74017--I-GE 12' Gable 06171124 06/20/06 28 74018-I1 12'3"8 Mono G 06171125 06/20/06 29 74019-E1 4'5"13 End Ja 06171126 06/20/06 30 74020-G8 30'4" Stepdow 06171127 06/20/06 31 74021-G9 30' Stepdown 06171128 06/20/06 32 74022-E 4'5"13 End Jac 06171129 06/20/06 33 74023-E4 3'6"13 Northe 06171130 06/20/06 34 74024-E2 4'5"13 Northe 06171131 06/20/06 35 74025--E5 1'0"14 Jack 06171132 06/20/06 36 74026-E3 4'3"5 Hip Jac 06171133 06/20/06 37 74027--E6 1'0"13 Jack 06171134 06/20/06 38 74028--F 17'3" Common 06171135 06/20/06 a ( 066475 /SASH f i l l in l a ter, QH R 13 4"8 Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED V TRUSS MFR. Top chord 2x4 SPF 1650f 1.4E :T2 2x4 SPF 1111112: 90 mph wind, 15.15 ft mean ngt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF 111/#2 anywhere in roof, CAT II, EXP C, wind TC DL-6.0 psf, wind BC DL 5-0 Webs 2x4 SPF Stud or SP #3 :W3 2x4 SPF 1111112: psf. :Lt Slider 2x6 SPF f111112: BLOCK LENGTH 1.734' : R t Bearing Leg 2x4 SPF Stud or SP 113: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. 3X8 (R) 3-0-13 4 8 0 8 3X54 r 2 X 4 T2 2X= 3X5 i W W 3X5//i (A) 0-10-1 9-1-8 3X5 (R) III 3X5(E3)= 2X4 III 3X8(E3) III 0 111E 5-0-0- 1 --13-4-8 Over 2 Supports R=1053 U=180 W=3.5" R=217 U=702 W=3.5" Design Cri t: TPI -2002 (STD) /IRC 40#0,~~ OH _ 1 - R PLT TYP. Wave C /RT=1.25(1.25)/10(0) 7.25. a Scale =.1875" / /Ft. ""WARNING'-'' TRUSSES RE OH MC E%'RE ME CARE IN FABRICATION, HANDLING, SII',PP'NG, INSTALLING AND BRACING. I T C L L 25 0 P SF REFER 'D 1111 ".-03 (BUILDING C" 11111T SAFETY 111 1T INI, PUBLISHED BY III (TRUSS PLATE INSTI FUTE 583 O a1 R E P R 2 5 1 3 73991 D'ONOFRIO DR SUITE 200. MADISON. WI 53119) AND 41TCA ('.1000 TRUSS COUNC tL OF AMERICA, 6700 ENTERPRISE LN. 1 j - M A D I S O N . 41[ 5 3 1 1 9 ) FOR SAFLTY P4nC T ' C E S PRIOR NO PERFORMING THESE FUNC T!Orv5- UnLE SS OTHERWISE INDICATED. : OTT L. - T C D L 10.0 V P S F A/1T E 06 20/06 TOP CHORD SHALL HAIL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTCM CHORD SHALL HAVE A PROPERLY ATTACHED ? N • / RIGID CEILING. ` CHURWAN ; LY 53031 ; W : BC DL 10.0 PSF DRW MOUSR25:3 06171 135 - P 4 0 0 PORT ANNT SHARN I N D BE,aE_OUN T I I y L OEOR 3A O D E V I A T I C S T 2 C M T T H I S r C E SRGNFOR ANY FAIL U0.ENTOE I U ` L G ` T H O A L P I N L TRESS [ rv CONFOFMANCI W I P : OR I B R , C A ' G . HAND'I G S L I P P I N G , I N S T A L L I . 8 BR C YG >F 12U~SE5C . • / O B L - LJ . O P S F MO E N G P P II I P P H - DES GN CONFORMS WITH APPLICABLE 'RO S S OF NO NAL'ONAL iESIGN SP 91 AF&P AND TPI. A'P.NE I V - ONNECTOR PATES ARE MALL OF 201I81IB1(W,H/S 7 5TM AIII G0.ADE a0 60 I LI. ST EL. A. PLY T 0 T L D 4 5 D P S F PLA"ES TO EACH FACE OF S AND. UNLESS CTHE R' LSE LOCATED CN TINS C GN OSI IG PER fRA I ,S 16GA 1 •.V/STE`_.• (/~~,I/~ ANY I rv S P G L T I N F LA TcS F - L L O W E D BY ) SHALL 7E P R unr ) C F r ' P I I - CC? EC .3 OR A SEAT IN r r i s **ft D D R F AC. 1 15 FROM P W1] Alpine Engineered PfOdUC[S Inc. ]RAUIrvG InD:c -E ncc cE DF PRD-: sroNAL 1 E R NG 4 DNS'BIL Y c ELr - -RU S IOP LN 1v1 DESIGN SHOWN -Is BILITY ANO J5. OF FNL COMVCN 6uT 'OR ANY BJI LDING IS 'lIE REoI L-911. CY OF T° ~UNAL 0~1~~A~ SPACING 24 . 0 J R E F IS Earth City, k10 63645 BULLRING DEL -NEa PER ANS,/ PI I SIT H z / CY825-13 ZZ1GI 4~~~~~~~i~t" - THIS DIJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- 066475 /SLSH Fill in later, OH R G E 13'1" Gable ) Top chord 2x4 SPF 1650f 1.4E :T2 2x4 SPF 111/112: 90 mph wind, 15.02 ft mean hgt, ASCE 7 02, CLOSED bldg, Located But chord 2x4 SPF 111/112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x3 SPF(S) Stud :W2 2x4 SPF 111/112: psf. :C6 2x4 SPF Stud or SP 113: :Lt Slider 2x6 SPF 111/112: BLOCK LENGTH 1.734 Right end vertical not exposed to wind pressure. SPECIAL LOADS See DWGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more - (LUMBER )UR.FAC.=1.15 / PLATE DUR.FAC. 1.15) requirements. TO From 76 PLF at 0.94 to 76 PLF at 0.00 TC From 79 P L F at 0.00 to 89 PLF at 5.00 (A) 1x4 #3 or, better "L" brace. 80% length of web member. Attach with TC From 76 IF LF at 5.00 to 76 P L F at 13.08 8d Box or Gun (0.113"x2.5",m'in.)nails L 6" OC. BC From 7 PLF at 0.00 to 17 PLF at 5.00 BC From 20 PLF at 5.00 to 20 PLF at 13.08 Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L1240 total load. T 3X5~i T2 3X8 i W I C (A) 11 14 10 (A) 3X5 i 0-10-1 , 9-1-8 3X5 (E3) = 3X5 III 3X8 (E3) III 4X6-- 0-111 _ 500 13-1-0 Over Continuous Support R=164 PLF U=22 PLF W=8-1-0 Note: All Plates Are 2X4 Except As Shown. Ilu PLT TYP. Wave Design Crit: TPI-2002(STD)/IRC q/RT=1.25(1.25)/10(0) 7.25 p 1 . oM/-/1/1/-/R Scale =[.187 ~t. PREFER NTO S C S I TI TRUSSES REOLIRE EXTREME C DMPDNENT CARE SAFETY F I IIRMATIOON) , HANDLING, PUBL i S H E D S Y : T P I N(TRIISS,PLATE GIN SAll TITSU BRACING N583 ` • T C ILL 25 P S F REF R 2 5 1 3 7 3 7 7 2 D'0NOF0.I0 OR.. SUITE 200, MADISON, WI 53]19] _F WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L.N. ? ` - MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0tH E0.W]SE I10I LATE D. T C DL 10 0 P Sf DATE 6/20/06 TOP CHORG SHALL HAVE PR 0PERLY ATTACHED STRUCTJRAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED V J 1 lJ RIGID CEILING- t : WAN : N - • . Li BC D10. 0 PSF DRW MOUSRZFl3 001,7:181 `'IMPORTANT''FURNISH A COPY OF THIS DESIGN TO III[ INSTALLATION CONTRACIOR ALPINE ENGINEERED 53031 //W,p] ' FRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIA-ION FROM THIS DESIGN, ANY =AILJRE TO BUILD ALPINE THE • ?V U C L L 0.0 P SF M O' F N U P P N/ P P iy TRUSS IN CONFORMANCE WITH TPI. OR FABRICATING, HANDLING. SHIPPING. INSTALLING s SPACING OF TRUSSES O DESIGN CONFORMS WITH APPLICABLE PP OVISIOrvS OF NDS (NA :O rvnL GESIGN SPEC, BY AF 6PA) Al. TPI. ALr'I4E ^ GGV~- _ - CONNECTOR PLATES ARE MAGE OF 20/1B/16GA (W,H/S/!(; ATM 3 GRADE a0/50 Iw, K/H, Gn LV. STEEL. .4 PPL I(= ` T C L D 4 5 0 P J PLATES TO EACH FACE O° TRUSS AND, UNLESS OTHERW! ES LOCA65ATED ON THIS DESIGN. FOSIS) TICN PER DRAWINGS TOGA V-Z • V / S T O 11 C ,,,I ii11 NY INSP TCTION OF PLATES FOLLOWED By (S' SHAiI BE PER ArvNE% AS Of TPI19O 'EC 3 A $[AL ON 'H!S .i L~~ - - FROM ''Ir Aline EDL~IIIeered Products Inc. OR w,NG IvDICATES ACCEP NCE CF PROFESSIONAL ENGI _ERING RESPONSIBI IT SOLELY FIR TIE TRUSS COMPONENT V/ V 111 O V P F A C i 1 5 P W P Ed[Ttl CIhr 63b45 OESEGN SHOWN THE SU[ S:,1- AND USE OF THIS COMPONENT FOR ANY BU _G,NG :S THE RFSPONSIBIL:TY OF THE 1) N A " i~ •l, MO BUILDING DESIGNER PER ANSI/TPI 1 SEC- 2 .1/~~ ' S P A C 1 N 24 . 0 d R E 1 S Y 8 2 5 1 3 Z 1 5 066475 /SLSH F i l l i n l a ter, O H L 16 Sc is so r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED SY TRUSS MFR. ( ' ) Top chord 2x6 SPF (111112 90 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SPF # 11112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP X13 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 1.50 leeward factor. 5X8(R) III to 7 710 5X8(8) III 7 0712 07128 1 2 3X5 (A1) % 3X5 (A1j 0"4 0"1 4 -8-0-0 - E 8 0-0;3. 1_6-0-0 Over 2 Supports R=949 U=180 W=6" R=949 U=180 W=6" Design C r 1 t : TPI-2002 (STDIRC 0~~~ PLT TYP. Wave Cq/RT=1.25(1.25) 10(0; 7.25. . •s 0 OH/ /1/1/ /R/ Scale =.25"/Ft. "WARNING"- TRUSSES REQUIRE EXTREME CARE IN FABRICA"ID1, HANDLING. SI,[PP'NG, INSTALLING AND BRnCIrvG REFER IN BCS[ I OG (BQ:L DiN6 cDMPanenr snF ETr INF DRMA a O1). PuHL15HEp Br TP[ (TRUSS PLATE 1111:,DTe. 681 •.~0 4~ T C L 25. 0 P S F R E R R 2 5 13 - 7 3 9 9 3 D'ON TF11O DR SUITE I I MADISON, wl 51719) AND III A (IJOOD TRUSS CDIINCIL DR AMLRICA. 6100 ENTERPRISE LN. [ ~j - 5379) FORoSAFETY PRA T[CE LL1. 11 PROPERLY ATTACIICOS STRUDCRURA, PANELS ANDT BOTTOM CHORDDN SI!ALUN HAVE OT PROPERLY ADTTAGIED • L. 1 T C D L 1 O ' O P S F D AT L O 6 0 / O " P I CHOR Drv SHA IT OAS"' M A IL RIGID CEILING • RWAN • 3031 • Iu~' • BC DL 10. 0 PSF DRW MousR'sTS 06171,186 "IMPORTANT-PuRnISH A COPY OF THIS DESIGN !Q I" 7 1IT 1'1GN CONTi CTGR A.P NF F GI EERED • • i - PRDDUCTS. INC s11AlI NOT BF PESPONsIOLE ICE ANV DE IAT:D on rhlI DE 1 LLRE rG e I He • • B L L , 0 P $ F M O - F N G P P H / P A L P I N E IRUSS 11 IINFDRMANCI YI H TPI OR BRICATING ANDLf G, 11111'11 IN T 1 G 6 11A1 ING F RUIIIS " t OEIIGN CONFORMS - IN APP IC 8LE ROVISIONS DE IDS N TI ONA- E IGrv SPE B fSPq) ND PI. LP'vE '1 U NECTOR ,ATES Aft MADE OF 21.0,16G W H/1 K SI. A6' PAD HO/60 f /H.S S". c, A PP L. ` T V T L D 4 5 . 0 P S F LATES TO C1 PAC, 1, 11 D U ESS OTHER I E O Tcl. ON S O Sf D51 R Jk, AN . V I O iP_ B ER NNEY 1 TP C L 0 T,.1 ? PE TI L G ED .pII2 -is I E 9E RS G49I I S 6 4. l I~ _ _ GR IN %I1I A E CC_ 17 SS DA'. E 1 F- R fNG P SF C S L FLT DR IE ~s D IT DLi R.FAC. 1.15 FROM PWG AI ine En veered Products Inc . III, COn 1IE1T F R All e - - .d~IihCi MO 63645 IEV s . _E su lr B IT N u_E OF _ N OF rHE ry, BDILDIIG DES GICR PER A11I/TPI I SEC 2 ~~~Nbun~u+~~ SPACING 24.0" JREE - 1SY82513715 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill in later, OH L GE 16' Gable ) Top chord 2x6 SEE //11112 90 mph wind, 15.00 ft mean hat, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 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 2x4 SPF Stud or SP N3: psf. SPECIAL LOADS See DWGS A10015EE0405, GBLLETiN0405, & GBLBPSTD0405 for more (LUMBER DJR.FAC.-1.15 j PLATE DUR.FAC.-1.15) requirements. TC From 76 PLF at 0.94 to 76 PLF at 16.94 BC From 5 P L F at 0.94 to 5 PLF at 0.00 Bottom chord checked for additional 20 psf live load in areas with BC From 23 PLF at 0.00 to 31 PLF at 8.00 42"-high x 24"-wide clearance. BC From 31 PLF at 8.00 to 23 PLF at 16.00 BC From 5 P L F at 16.00 to 5 PLF at 16.94 Deflection meets L/360 live and L/240 total load. 4X6 (R) III Wl 1o f 5X8 (R' III 7 10 J 7 7 0 T12 0 T1 zg 1 2 3X5 (Al) 3X5 (Al) o 0 1_-~4 0 "1 4 -8 0 OBE 8-0-012- 16 0-0 Over 2 Supports R=1012 U=180 W=6" R=1012 U=180 W=6 Note: All Plates Are 2X4 Except As Shown. jut PLT TYP. Wave Design Cri t: C I -R 001.(25 (1 ~2 5C 10 (0 7.25 . ~104. # OH/ 1 1 R Scale 25" Ft. Rwaa Nro ealTRUSSES REQUIRE EonvonEN'ASAFITI FINFORHnI(i ae(. Ha uo Eisl~eA erl lraI NGIauss o A'1 GI 1' '1E TBU rE INS e3 • •••Q ~'Zi• TC LL 25.0 PSF REF R2513- 73994 D'Drv0FaI0 DR., SUITE 20 D, MADISON, wl 53119) AND Hr CA (w DOD rR USS COUNCIL Of AME0.ICA, 6300 ENiC RPRI SE LN MADISON, WI 537 19) FOA SAFETY VRACTiCCS PRIOR TO PC RF ORM ING iH ESE FUNCTIONS. UNLESS OTIiE RwISE INDICATED. * • L. • T C D L 1 G G P ,Ci F DATE 06 / 2 G / G 6 LOP CEDED SHALL HAVE PROPERLY ATTACHED SIRUCTURAL PANELS AND BOTTOM =XORD SHALL HAVE A PROPERLY ATTACHED ` RI CEILING- ~ • GD I r HURWAN • 53031 • LU BC DL 10. 0 PSF IS R'W MOUSR2513 06171192 '"IMPORTANT TGRNISH COPY OF THIS DESIGN TO THE INS L'. I2 ~OY TZAC'~R. ALPINE ENGINEERED • • A L P I N E PROOUCi I N C S L N O , B E aE P . . V S I D L E OR AN F I I O N RO J I S I C N . AN' --A11111 TO 1111,1 THE • • B C L L O . 0 P S F M O- E N G P P H/ P P H TRL$S IN oNFOR NCE [r f. OR FBR LATE G, LAN0,11C SITPP N" INSTALLING & BRA 7NG GF rRU S.S- • DESIGN O Dag wI:H APPLICABLE RC'ESIO S BF ND (NATIONAL L -SIGN ~P= By F& A) AND TP;- ALPINE I~ • - CONNECTOR -LA TES RE DE OF 20/18/16 ( + . . i / S / K ' .ST 653 RASE - D ' 6 0 W 1/1") L V - STEEL. APPLY • • ` T O T . L D 45. 0 P S F PL TES -0 'A ACE OF RU 7 1 S OTHER S LO ED D. T S 0-S N SI rIDN PER ORAwi CS 50 P oleo r • _ 0.fOd,,,!UGtG Inc AN INSPECTION 0. PL E., FO ED 61 (1, SHALL BE PER N.FY 0 TPT, 2QO SE-.3 A 5 I BI -HI: ~j . EI]a?00f0d P- DRAWING DI T C -P A CE OH PRD Ff SSIONAL ENGI E H, dF D. SfB [L S L' Y P THE TRUSS M. EH" D U R . F AC. 1 . 15 SIR F FROM P W G .1 1 PI[le E th City, MO 63645 suI~DINGioe~IGN~R PeR nrvs.~r~~ ~ stD SE D rH a ~ HPCNENT FCR ANY Bo AI A , s Tn2 s _ S P . 1 6 1 L Y L S P A C I N G 24 . 0 J R E F 1 S Y 8 2 5 1 3 Z 1 5 ( 066475 /SLSH F i 1 1 1 17 l ater , OH L GIR 16 ' Common Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x6 SPF )11/g2 :T2 2x6 SP )/1: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SIP #11x!2 Webs 2x4 SPF )/-11~f2 Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @ 5.50" c.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. (LUMBER DOR.FAC.=1.15 / PLATE DUR.FAC.=1.15) Webs : 1 Row @ 4" o.c. TC From 76 PLF at 0.94 to 76 PLF at 0.00 Use equal spacing between rows and stagger nails TC From 331 PLF at 0.00 to 331 PLF at 16.00 in each row to avoid splitting. BC From 5 PLF at 0.94 to 5 PLF at 0.00 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"-_Gun_nails ON BC From 23 PLF at 0.00 to 23 PLF at 8.00 EITHER THE TOP OR BOTTOM CHORDS. BC From 23 PLF at 8.00 to 23 PLF at 16.00 90 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Calculated horizontal deflection is 0.12" due to live load and 0.1/" anywhere in roof, CAT 11, EXP C, wind TC DL=6.0 psf, wind BC OL=5.0 due to dead load. 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. 6X8 (R) III T2 10 10 F- 5X10 (R) III 7 ~7 i 0 T12 0 T12.9 1 2 3X8(AI) 3X8(A1) 01--4 - -8-0-0--ATE 8-0-0~ -E 16-0 0 Over 2 Supports R=3015 U=180 W=6" R=2613 0=180 W=6" Design Cri t: TPI-2002 (STD) /IRC J~~tj~~ 0 PLT TYP. Wave Cq/RT-1.25(1.25)/10(0) 7.25 1 • OH/ /1/1/ /R/ Scale 25Ft. -W RNING- TRUSSES REOUIRE EXTREME CARE I N FABRICATION, H A N D L I N G . S H I P P I N G , I N S T A L L I N G AND BRACING. T C L L 2 5 . 0 P S F REF R2513- 7 3 7 7 5 0.E1E1 TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBL;SHEO BY TPI (TRUSS PLATE INSTITUTE. 583 6 L O'ONOFRIO Oli., SUITE 200. MADISON, WI S3J19) ArvI WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, « 1 1 . : Y - MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO OERf DRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ` T T1. DL 10.0 TT(`JF DATE 06/20/06 TOP CHORD SHALL HAVE PROPERLY ATTgCITED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ALiA.CHEE) URWAN I- RIGID CEILING. • . LUJ BC DL 10. 0 PSF DRW MCUSR2513 06171188 !MPORTANT*°FURNISH q COPY IF THIS 111111 TO THE IN STA EE ATI ON CDNT RACTOR. ALPINE ENGINEERED + • 53031 • PRODUCTS, INC_ S-i ALL NG? dE RESPONSIBLE FOOEI R AN Y DEVIATION FROM THIS DESIGN, ANT TAIL L'RE TO 3UILO 'HE r r ALPINE TRUSS IN CONFORMANCE WITH TPI. OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BRACING OF TRIi55ES GO ~ L) L L L Q ' L P S F MO ` N U P P '~I / P H DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 113 (NATIONAL DESIGN SPEC, 81 AF1- AND TP[ ALPINE I r/=~ V \ CGNNECTGR PLATES ARE MADE OF 20/18/16GA ASTM A653 GRADE 40/60 51 GAEV. STEEL- APPLY V /J T T T , L D 4 5 V P J F PLATES TO EACH FACE OF TRUSS AND NL SS OTHERWISE LOCATED TH,5 BE SIG SI1 PER DRAG[NTS 1 -2. lVA NY INSPCCr ON PLAT 5 FOEEGWEO BY IALL BE PER ANNF 3 F 11 , 0 5-C 3 A DEAL TiIS • -1 S IF 5 . MP ENT ? yn 40 DUR. F4, 1 . 15 FROM PWG DR WT G IND A_G T N~E DF PROF 5 NqL ENG,.NFFRING RES G SIBI IT 5 R E TR Alp m( Engineered cry, Products 6 basa 3E5.31N5HOes.GNERHERS~~siiiPiTi A SEC 2 fm D J H E DF T H I S OMPDNENT F,R ANY 6 J I ~ : N G 11 TIE RE5101SI3._ ow,~~ S P A C I N G 24 . 0° J REF - 1 S Y8-513Z15 ( 066475 /SLSH Fi l l i n l ater , OH N 13'8" Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ) Top chord 2x4 SPF //11112 1 plate(s) require special positioning. Refer to scaled plate Bot chard 2x4 SPF (11/)12 plot details for special positioning requirements. Webs 2x4 SPF Stud or SP )/3 Lt Slider 2x6 SPE 111/112: BLOCK LENGTH 2.164 90 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Rt Bearing Leg 2x4 SPF Stud or SP //3: anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC OL 5.0 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 42"-high x 24" wide clearance. Deflection meets 1./360 live and L1240 total load. 3X8(R) 18 0-8 1 1 15 2X4(* ? - 6X6% a r 3X5 (A) 1 0 0 ~ ~9 1 2 5X5 (E31) 2X4111 3X5(R)III 3X12 (E3) III o ~s ~13-8-0 Over 2 Supports R=677 U=180 W=3.5" R=645 U=180 W=3.5" Desi gn C r i t: TPI -2002 (STD) / IRC %I ttoo 1.0,0Ai P L T TYP. Wave CgiRT=1.25(1.25)/10(0) 7.25. • Q 1..-- 0 /1/1/ /R/ Scale =.1875 Ft. . W/1 - 10 119.T "WARNING " TRUSSES REQUIRE EXTREME CARE I N F A B R I C A T I O N . H A N D L I N G . S H I P P I N G , INSTALLING AND 3AAC[NG. • T C L L 25. 0 P S F REF R 2 5 1 3- 7 3 7 9 6 • REFER II SCSI 1-03 (BUILDING COMPONENT SAFETY INEDRMATIDN), PUBLISHED BY iPl (TRUSS PLATE INSTrT , 583 • w D'INDFRIO OR SUITE SO MADISGN, WL 53719) AND WTCA (W OOO "11SS 101111'- DF AMERICA. 6300 ENTERPRISE In, 1 ('F DATE D6/2G/f16 MADISON. WI b37 9) FOR SAFETY PRACTICES PRIOR 10 PRIOR THESE FUNCTI I, UNLESS QT HERWISC INDICATED, ` 1 T1T L. : T D L 10 0 PS TOP CHORD SHALL HAVE PROPERLY ATTACHED S'RUCTURAL PANELS AND BOTTOM CHDADD SHALL HAVE A PROPER LY ALTAC II ED y URWAN L 1l RIGID CEILING. 1M' 53031 • I B~ DL 10.0 PSF D R W MOUSR2513 0617,187 IMPORTANT URNISN COPY OF THIS DESIGN rG HE INSTALLATION C^u IA C.OR. ALAINE GINE:RF.D • - PROCUCTS IN SHALL NOT BE RESPONSIBLE FOR AN DE IGN ROM TI'S DE ANY FAILURE TO B ILO THE B C L L D 0 rSF M 0_E N V PPH C- A L P I N E TRUSS IN COrvFO N WIT" -PI, DR BRIG Tl G H DLIN6 SIPPING INS L ING 8 BR ING OF 11I11ES _ /PpH DESIGN ONFDR S W T. APE II BLE PRD ISI s OF NDS "N 'ONA OESI G. SPCC B 8PA1 D P. L INA r ? /18!16G4 H/S, k) SiM 053 GR DE as161. K' S) A V STEEL. APPLY E~~~• . -1111GTGR PL T S AR MADE DF cO T O T L D 4 5 0 PSF PLA iE ' AA F E I TRUS D J OTHER [ E LOC 'CO on rHi, DE I P _1 it N FR OR WINGS L601 -Z 0/ . • ,S T A. A Y I 5 E,.':O Or PL ES 101 OWED 81 IA L BE ER rve A Q. TPI O - 3 SEAL ON H:S AI ineEngineeredProducts,Inc. DR w G NC. AT PT D- P. E , E I E RI RE P N ILI SD -Y R LIE RUSS TIT S ~G DUR FAG. 1 15 FROM P W G P b B J I I GG 1011N I!.G D E S " rvERT C R s i I B i , i Y N c, O F TN I S - PDNENT FOR ANY BU, ) I N G S T H E R E S - D G . . . Y OF THE • • N tA ` ,it, C p r 24 0 J R E F 1 S Y 8 2513Z!5 Earth City, MO 63045 - ACINu THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 066475 /SLSH Fill in later, OH 0 23'3"8 Common ) Top chord 2x4 SPF 1111{2 90 mph wind, 22.30 ft mear hgt, ASCF 702, CLOSED bldg, Located Bot chord 2x4 SPF 1111112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC Dt 5.0 Webs 2x4 SPF Stud or SP #3 psf. :Rt Slider 2x6 SPF 1,)111'2: BLOCK LENGTH 1.774' 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) III 2X42X4 8 F- 3X5 0-5-0 0-11-10 T T 18-0-8 4X6= 4X6= 3X5= 4X6 (B1) - 4X6 (E3) 3X8(E3) III 0 6 8 12-0-11 I_ 11-2-13 23-3-8 Over 2 Supports R=1324 U=180 W=3.5" R=1229 0=180 W=3.5" Design C r i t : TPI-2002(STD)/IRC p~%%0 F FELT TYP. Wave Ca/RT=1.25(1.25)/10(0) 7.25. OH/ /l; l/ Scale 123 7F3t9.97 -WARNING- TRUSSES RFOUIRE EXTREME CARF, fN FABR.CA- ON, HANDLING. SHIEPTNG. -NSTAL_ING AND BRACING. • 0 • 11111 TO 1 1 1 1 1 - 0 3 I B D I L O I N O 111111117 SAFETY 11111I D N I PUB L I S H E D I3Y P I ( T R U S S PLATL 11111 ' D E . 58H T C LL 25 0 P S F REF R 2 J ~ C OMAOIOSON. OH10I R 531111 FOROSAFETO P RACTICES3PIORATO PERF OR OSHE rRESE faNCT IO SF AM NRESS IT1111LNT _q N S R[ C, D L 10 ' O PS F F DATE 06/20/06 O I CATED~ C • ` i0P CHORD SHALL HAVE PRDP~RLY gTTACHCO SFRZUC`DR L P N _S AND BOTTOM 111040 SHALL HAVE A ~RI,PERLY ATTACHED ` 6 iD CEILING. • S 031 lit BC DL 10. G PSF DRW MOUSR2E13 06i-/1191 " IMPORT ANT FURNISH A COPY OF THIS DESIGN TO THE :NSL LL L ON 10 F2 TOR. ALPINE N I. ERED A L P I N E P R O D U C T S , I N C . SHALL NOT BE RESPONSIBLE oft ANY J V I I I D N FROM I I I S DESIGN All I I R - - 1 1 ' H E • BC LL 0.0 P S F M O- E N G P P H/ P P H L 1111111 CONFOR NCI WITH TPT OR 9111A'I G D ~NG, S PPING N T L_I~G & 3R CI OF 11155E S. OENI6U COrvF ORMS ITH APPLI BLE PROM SION„ OF NOS I NAL JESIGN SPEC J 3PA N T'I'C A-P 'E /w= CONNECTOR PLAT 5 ARE MADE OF 20 16GA W , H / S / K I ST A653 R DI 40/68 W 5 G . L ' STET- P P L Y I V ' I ' 1 : ' TOT L D 4 5 . 0 P S F PL iE5 TO C CAC 0G TRJS D UNLESS 11111dIS G EO ] 'S" N I S DE PJ51' F R DR. a NG Z (VA 6ST AN EECT!O.N OF PLATES F 0 - Bx SHALL 4 R NNEx 3 5, -1 p SEC 3 L J4 S , 0 0~ 02 - Np;C TES C1EP TAN TA F PRC CSS AL EN L R. 4F PG -BI_'T' ELI FIR -,11 R'o NET DUR F A C 1.15 FROM FWG Alpine Engineered Products Inc J . DF IN SHOWN THE S11 AB L . '0 LSE of THIS _J11 C1 F,R V11 eDl_01rv„ IS I I's 3 5il[ ITY OF THE ~1~~ - EarthCiry,MO63645 BI1'LSGING DESIGNER PERANS./TPI I SEC 2 - ~~~h~ItUfll~~~~ SPACING 24.0" JREF ISY82513Z15 ( 066475 /SLSH F i l l . n l ater , OH G 30 ' 4 " Common THIS DWG PREPAREC FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEP. ) Top chord 2x4 SPF #11112 90 mph wind, 25.20 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bet chord 2x4 SPF #11#2 anywhere in roof, CAT 71, EXP C, wind TC DL 6.0 psf, wind BC OL 5.0 Webs 2x4 SPF Stud or SP #3 :W4 2x4 SPF #11112: psf. :Lt Slider 2x6 SPF 1,/11N2: BLOCK LENGTH 1.791' :Rt Slider 2x6 SPF f/ I/// 2: BLOCK LENGTH 1.791' (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. 4X6 (R) III 5X5 Di 5X5 2X40 W 2X4 10 (A) 10 (A) (A) 3X8~i 3X5o~ 0-10-1 0-10 1 ~18-0-8 3X5(E33X5= 5X8 3X5= 3X5(E3)= 3X8 (E3) III 3X8 (E3) III 15-2-0 15-2-0 30-4-0 Over 2 Supports - R=1713 0=187 R=1713 U=187 Design Cri t: TPI -2002 (STD) / IRC FIQi PLT TYP. Wave C /RT=1.25(1.25) 10(0) 7.25. % OH/-/1/1/-/R/- Scale =.125"/Ft. #R WARN NTID SCSI IR LD]E(1311RI LOpi NG COMPONMENT ASAFETY{IN I H FORMATON), PUBLISHED Bv1:PPI N(TR DISS Tq LLTING NSTOIBU TE ~N583 , ~ ~ TC LL 25.0 PSF REF 82513 73998 O'DNDF RIB DR_. SJI TE 200. MADISON, WI 53719) AND WiCA (IJOGA TRUSS COUNC II. OF AM11 I F $]DB ENTLRPRISE LN, 1 COT 1 ' . MADISON, wI 5]719) FOR SAFELY PRACTICES PR91DR TD PERFORMING THESE FUNCTIONS UNLESS OTHERIIISE INDICATED, ` 7~ • L • . TC D L. 10. J L G P S F OAT E 06/ 20106 TOP CHORD SHALL HAVE PROPERLY AEIACMEO STRJCTURAL PANELS AND BOTIOM CHORD SHALL HAVE A PROPERLY A11'-111 y : SCNURWAN . 1, RIGID CEILING. • ry 53 31 ' LU BC DL 10. 0 PSF DRW NIOUSR2513 06171183 IMPORTANT FJRN [SIT COPY OF THIS DESIGN TO THE INST - 0 CO TR CTOR. ALPINE E INC'REO ALPINEPRaDH NOT BE RESPONSIBLE FOR N DevirtoNFROM THIS DESIGN, ANY FAILURE 10 BUILD FILL TRUSS CONFORMANCE 'I. T 11 '1 OR fABR 11 NG NJL[ G IP IN 1 A'-LI G A BRACING F BUSS DESIGN CONFORMS WITH P LIC d E PROVISIONS D N05 NA. NAL D S' . SP 0 F4P ) AND TP: L IN[, CONNE OR PLATES ARE MADE OF 11/IB/111A 11,H/5/11 ASTM 653 GR DL 0160 (W </h q) LV STEEL AP111 + ~ ~ ~ / C cR ~ ~ ~ ~ T O T . L D 45 0 P S r L TES J EA TRU S AND, J.L SS J TNFRWS 0 TED N HI DESI POSITION FOR RAWIVGS 0 _ ~000, J 4 e P C' F CC F Engineered AN I SP rl. OF C aL owED a (1 SHALL aE PER NNlx 3 F 1 z00z sE..s A _ E D • D U R F A C 1 1 5 F R O"~ P W G AI me EIar?eered Products Inc- ORA I G I CIE TES C PT E OE PR F_SSIONAL E G1 R S RESPO SIBYL DL I FOR H 'R S ONE NT ~i P Earth CIty,N16 63645 BU IF - 1 L N E i T E S A I T B I - I T Y AND USE OF T H I S UM ~NnNT FOR ANY ]D LE NO -H. RLLPON..B I F I TY 0 F THE ~ ' ~ ~ ~ ~ ~ • 1 X ~ 0101~ S P A C I N G 24 . 0" J R E E 1 S Y 8 2 5 1 3 Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in later, OH 01 22'11"8 Common) Top chord 2x4 SPF 1111J)2 9D mph wind, 22.59 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF #111#2 anywhere in roof, CAT II, EXP C, wind TC D °6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 psf. Lt Slider 2x4 SPF Stud or SP //3: BLOCK LENGTH 1.724' :Rt Slider 2x6 SPF 1111112: BLOCK LENGTH 1.774' 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 (R) III 3 --j 8 2X4\\\ 2X4 3X5 3X5~i 0-7 1i 0-11-10 5X5(A3)= 3X5= 4X6= 3X5= 4X6 (E 3) 3X8 (E3) III 11 8 11 _I_ 11-2 13 22-11-8 Over 2 Supports R=1245 U=180 R=1219 U=180 W=3.5" 11jillf Cri t: TPI -2002 (STD) / IRC ~ Q~ PLT TYP. Wave Cq RT=1.25(1.25)/10(0) 7.25,`~ OOH/-/1/1/-/R/ Scale =.25"/Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING UI T C L L 2 5 0 PJF REFER LO B C S I 1 03 ( B L D I N G COMPONENT SAFETY I N F O R M A T I O N I . "'L 'SUED BY T P I (TRUSS PLATE I N S T I T U T E , 583 R E F R2513- 7 3 9 9 9 B ONOFRIG D R . , S U I T E 2 0 0 . MADISON. W I 5 3 J 1 9 7 AND ICA (w OOp ER USS CpONC I L OF AMERICA, 6300 _NTERPft!SE L n , ti : : MADISON. W I 5 3 7 1 9 7 FOR SAFETY PRACTICES P R I pR TO 1[0.1ORMING LHE SE F U N C i [ O N S . UNLESS OTNE0.w I S E I N p I C A T E p . /yI T C D L 10 D P S F DATE 6 / 2 D / O 6 !OP CHORD SHALL HAVE PROPERLY ATTACHED STRJCfURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RWAN 0 {y V U L ,J RIG10 CE L n6 - 53031 U. BC DL 10.0 P S F DRW MouSR2513 06171106 ` IMPOR ANT FIRM SII A COPY OF THIS DESIGN TO THE INSL LAL:CN CONTR. C-OR. ALPINE ENGINEERED r 155 PRODJCIS IN SHALL GT B RE5PCNS.6LE FOR ANY D:V1AIJON FROM HIS DESIIN, a.NY FAILURE TO BUILD THC B SES- L L D PS F M O- E N G M Q/ P P H A L P I N E =ROSS IN CC NFDR a CE W,TH P!, OR FABRI CA' NG 1ArvOL N S PPIV., NS. LInG & BRA' NO OF TRIO ~ SP _ C B Y AF 8 P A 1 NO ' P I ~ v I N E DESIGN CONFORMS III PPL"CABLE P R O V I S I O N S OF NOS ( 'TONAL DES IS A CONNECTOR P L TES AR All DF 20/TB/1bGA ( d . H I S L Z ) TM g5F3 GRAIL O . b O W H , S ALP E . SE C . L , AP P L V $ ~ ~ . ` ~ T 1 3 T . L 'J 4 5 0 P S F S E Q N - 7 8 7 4 3 P FEE LG AC F RUS AND U LESS G ISI L.]' EJ G S DE p 51 P. , . • ,b _ nN S. C"TIACG 'FE AIEI ]LLD 'FC 0 C ELF A"EY A' I- 'P',' N SE A SEA, ON TI IS 60 If 1City, o,,d,1 DR I,G INDICATES ACCEPTANCE 0 PRDFESSIJINAL ENFINE'RiNIC R N 10-L L F,11 HE TPL' S L M ONEN1 A/~ DUR FAC. 1. 15 FRO I~ rWU ,.,NE2 TM N Jli T.I 11 1 SNC OF THIS .OM ,.NENT CR ANY SL'I..VI I IS FIE .~SPDNSLB fLf Y OP THE dro It, C Alpine EEdrtll7MU 63645c BU.1DING 0WI1 nui~ SPACIN G G 24.0" JREF - 1SY82513x:5 066475 /SLSH F i l l 1 n l a t e r , O H B 14'10" Mono THIS D1,G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) Top chord 2x4 SPF 1650f 1.4E :T2 2x4 SPF x)1///2. 90 mph wind, 23.22 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF 2 anywhere in roof, CAT II, EXP C, wind TC DL-6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #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 L1240 total load. 42" high x 24" wide clearance. 2X4111 3X5 3X5 i T2 (A) 10- 11 8 I- (A) 0-5-0 18-0-8 3X5 (B1) = 2X4111 3X5= 0 6~a 14-10-0 Over 2 Supports R=748 U=180 W=3.5" R=689 U=189 W=3.5" PLT TYP. Wave Design Cri t: C PI T -1 . 251D1X 25C 0) 7.25. A OH 1 1 R - Scale =.1875"/Ft. q/R /10(1 . / `*W ARNING - TRUSSES R E Q U I R E EXTREME CARE I N FABRICATION, H A N D L I N G . S H I P P I N G , I N S T A L L I N G AND B R A C I N G . ? ? : T C LL 25 . 0 P S F R E F R 2 5 13 - 7 4 0 0 0 REFER TO BCSf 1-03 (BUILDING COMPONENT SAFETY INF ORMnFfON), PUBLISHED BY LPI GAUSS PLATE INSTITUTE- SE3 C~) JVTT D'ONOFRIO DR., SUITE 200. MADISQ . W 537197 AND WrCA (W000 'R Ss COUNCIL OF AMERICA, 63DO ENTERPRISE IN, ti • MApISON, WI SD)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, : T C D L 10.0 P CJF DATE COP CH 00.D SHALL IIA'JEPROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SH nLL II AVE A PROPERLY ATTACHED ` • • RIGID CEILING. • • 53031 a W BC DL 10. 0 PSF DRW MouSP2513 06171189 -IMPORTANT URNISH COP' OF THIS DESIGN TO THE 'NST LL TION CONTRACTOR ALPINE GI E:REC • P R O D U C T S . I N C S H . L ' NOr B E R E S P C N S I 9 ' OR ANY D E V I A I ' i O ROM I ' S O E S ' G ANY FAILURE TO B U I L D THE ? B L L 0.0 P S F M 0 - E N G P P H P H ALPINE -l TRUSS N COATORM CE WITH I, JR 8RIC11. G HANDLING . S IPPIN6 ST LL[ C 5 BRACING OT TRUSSES. //~~~/(~/O? , X' /'a 1 DE I ONFOR AP E[ BLE 18,I IC S F IGNAL C N SPC B AF6PA; NO TP[ PINE '4:' T O T. L D 45.0 P S F NOS CO C OR %LAI S ARE E FADE OF 20/18 16G H/S/K) S ATTUM A653 GRACE A0; 60 K/H._) ALV GTFEL IU11 • v / S PLATED i EAC C- OF THIS, 0. UNLE S ;]THER I E LOCATE AN IS SCSI I, , PO Si TII PER DRAW 16OA-Z. A V ' PEST N 0: 'L 'TAT--S FDL 'ED 9 ) - LL 3E PER ANNE 3 F -1 002 SEC 3 A SE ON THIS • • ? ~1 D D R . F A C . 1 . 15 F R 051 P W G Alpine En gineered Products Inc. P Lkffi City, M0 63645 B U I I J ~ G ` D F 5 [ , N E A E R D,NSI/T-[ I I'D C USE _ F TH U uMPDN.Nr F , R ANY au N I s THE R F S P D N S I B L r r OF TIE ~ ~ I ~ / O ~ V ~ ~ ~ ~ S P A C I N G 24 . 0 J R F F- 1 S Y 8 2 5 1 3 Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 066475 /SLSH Fill in later, 0H A 14'8" Common ) Top chord 2x4 SPF #2/#2 90 mph wind, 23.17 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Sot chord 2x4 SPF #I 2 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SOP Stud or SP Q3 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. 2X4111 3X5% 3X5% (A) 10 -6 8 (A) 0-5-0 118 0 8 3X5,81) = 2X4111 3X5= 0 6 8 1EE 14-8-0 Over 2 Supports R=740 U=180 W=3.5" R=681 U=186 W=3.5" ~OF Design Cri*: TPI 2002(STD)/IRC PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25~~ OH/- 1/1/-/R - Scale =.1875"/Ft. *'WARNING`I TRUSSES REOUIRE EXTREME CARE IN LAHR ICAT I ON, HANDLING, SHIPPING, INSTALLING AND BRACING. 4Ef ER TO SCSI 1 03 (BJILDiNG COMPONENT SAFETY INFORMAL ION), PUBLI SH ED BY UPI (TRUSS oLATE INST`TUT`E. 583 -:1 I• T C L L 2 5 G P J F R E F R 2 5 13 74001 D'DNOFRIO OR., SUITE 101 MADISON, WI 53713) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. [ MADISON. W[ 53719) FOR $AF ETY PRACTICES PR10R TO PERFORMING IIIESE FUrvCT10NS. UNLESS OTHERWISE INDICATED. ? T C DL 10.0 P S F DATE 06 / 20 / D V TpP CHORD SHALL "AVEPROPERLY AT T AC11Ep ST IUCTURAL PANELS AND BDT TOM CHORD SHALL NAVE A PROPERLY ATTACHED AN M DATE VV lJ RIGID CEILING. ? • W BC DL 10.0 PSF D R W MouSR2513 06171182 IMP OR TA NT` "FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED M ALPINE PRODUCTS, I N C . SHALL NO B R E S P O N S I B L ' OR A o C "T"' F R M i I I I B D E S I G N , ANY F A I L ' L R F 1 1 B U I L D T H E • I Z B C L L 0.0 P S F MC) - E N G P P H /P P H TRUSS IN CONE ORMANCE WIT LP1 OR ABRICA HANDL G HIPPING. INSTALLING 6 BRACING OF 'RUSES. PS F CONFORMS 1I H APPLICABLE PRnV ION OF DS ( TIONAI DESIGN SPEC BY AF&PA) AND TPI ALFfNE I • V / / T UT L D 45 Q PJF CONNECTOR PLATES E MADE 0/18,16GA 'W S/ I ASTM A643 GRADE 0/60 ( K/H L STEEL ARE! Y l~ L TE TO EACH FACE Of TI 155 Np, UNLESS DT' ISE 0 IEO 11 1 DESI N P.SiT.J PER GRAWINGS "CA ANY I NS E TICI PI TF6 FD il~ OLLGO B NEX l' o I1 » z SE J 3E AL IS DUR. FAC. 1. 15 FROM P'WG DR I.G 1 DI A E . S C.EPT E OF F PR FESL NAT D EER E 0 I',IT. DLELY 'OR I- TRESS M MO IMF, A1P~e EEa~2hCitdv,MON63sb4~G BGGLO- cD~~ v~R PER6AN~ ~rPiTV AnD us_ o= CRTs ~o P1Nt-v r3 ANI 9u u c aEIFDN,Ielurr OF rnP ~~~~1~~~ c I THE SPACING 24.0" JREF - 1SY82513Z15 066475 /SLSH F i l l i n l ater , OH Rl 13'4"8 Mono Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) Top chord 2x6 SPF I # 2 90 mph wind, 15.15 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x6 SPF 12 anywhere in roof, CAT II, EXP C, wind TC OL 6.0 psif , wind BC DL 5.0 Webs 2x4 SPF Stud or SP ,13 :W3 2x4 SPF ))1/12: psf - :Rt Bearing Leg 2x4 SPF Stud or SP )/3: Right end vertical not exposed to wind pressure. (A) continuous lateral bracing, equally spaced on (nember. In lieu of structural panels use purl ins to brace TC @ 24" OC. Bottom chord checked for additional 20psf live load in areas with 42"-high x 24"-4ide clearance. Trusses to be spaced at 30.0" OC maximum. Deflection meets L/360 live and L/240 total load. 3X8(R) 18 0 8 3 0 13 4X6 ~ 2X4= 3X81 W (A) 0-10-1 I T9 1 8 3X5 (B l) = 2X4111 3X5 (R) III 0 1 5-0-0- I ~13 4-8 Over 2 Supports R=1459 U=180 W=3.5" R=234 U=246 W=3.5" Design Cri t: TPI-2002 (STD) /IRC PLT TYP. Wave Cq/RT=1.25(1.25) 10(0) 7.254% ~~~•'7 OH/ /1/1 R/ Scale =.1875"/Ft. **WARNING - TRUSSES REQUIRE EXTREME CARE IN FABRICATION. H A N D L I N G , S H I P P I N G , .NSTALLIrvG Arvp BR,nCING ` . , ~ T C L L 2 5 0 P S F R E F R 2 5 1 3 74002 REFER 10 3111 1-D3 (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHED BY TPI (TRUSS PLATE IUs- ITIITE. E83 D-CNOFRIO OR., SUITE 2oQ, MACI SON, WI 13 ".9) ANp WT CA (WOOD TRUSS CDVNCII. OF AM1111A. 6301 ENTERPR;sE LN, : . OTT L. MADISON. WI 5-1 19) FOR SAf IT' PRA, I I "S PROIOR ' TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE Irv0[CA TF.O, ti . T C D l O O P S F DATE 06/20/06 TOP CHORD SUAL'_ HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM 1HORO SHALL HAVE A PRCPERLY ATTACHED ~ URWAN L. 1 J RtGD CFI ING. = ~ . T 53031 : LJ BC DL 10. 0 PSF D R W MOUSR 2s13 06171190 ' IMPORTANT URNis COPY CF HIS DFSIGN TO n1E IN5T LL. T- N CD- CTQR. -PINE EN NEERLD . • • - Qoucrs INC SHA;- NOT B RESaQN IeL FOR AN cE+r n3N FR ALPINE OM CE I N R TD BJI D 1 • B L L 0. 0 P S F M 0 E N G P P H/ P P N l TRUSS IN CONFORMANCE Wt f PI- OR BRICATING DING IPP 51 I TA _ING & BRACING 0 TIU r G~ -1 DE I G TONFPR 5 ' T n APP ABL` PRO S I O N S OF NOS (NATIONAL OE 1 V SPEC BY F&PA) AD i I. 'I+E Q N1T R RE MAQE G DH I8/111A IW HIS N, 1TM 'I 'l SIAIF 1QT Q 1 1,'1 STFE ••~/$jrG TOT. LD . 45. 0 PSI' - "Illy i S O EACH E D RU ANQ, J s ]THER SE 0 LD ON T'IS D IGN sITlc R DRA bD _ V INSPECTION OF PLATE' LL WED 31 1) sIALL 3H PER A. F IPI 20 A SEAL 04 1-11 NI[ Alpine En D U R . F A C . 1 . 1 5 R 0 M P W G Earth Ce ,N d 636450 e~I~D~Ne oe l NERTPERS~Ir e PITY ANO ust oFArHES CDnPONenrHEQaQn rBaul_ NGD1sLT GNE3PLNSRSSL TYMOF I'll At _IPACING 30.0" JREF - ISY82513.15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Q66475 /SLSH Fill in later, OH J 21'2" Mono) Top chord 2x4 SPF 1,111JJ2 90 mph wind, 17.97 ft mean hgt, ASCE 7 02, CLOSED b'dg, Located Bot chord 2x6 SPF Pllg 2 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #3 :W3, W4 2x4 SPF 111/J,12: psf. :Lt Slider 2x6 SPF 1111112: BLOCK LENGTH - 2.139' :Rt Bearing Leg 2x6 SPF x(11112: 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 42" high x 24" wide clearance. Deflection meets L/360 live and L1240 total load. 4X6Bi 3X8 5-1-15 8 r 3X5~i W 3X5= 2X4 (A) 3X5% 1-0-0 3X5 (E3) ° 4X6= 3X8 (R) III 3X12 (E3) III 4X6-- 0 1fF8 -21-2-0 Over 2 Supports R=1165 I-i W=3.5" R.=1205 Li W=5.5" Design Crit: TPI-2002(STD)/IRC O`0F,0 PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25.p OH/ /1/1/-/R/- Scale =.1562"/Ft. TREF ER NITO OCSI TR U0S3 E(BU ..Z' U1NG COMPONENT ASAFETY FIANFO MA TIHP UBL!ISHEp gy )III TRIGG `PLATE BRACING 181 w , TC LL 25. 0 PSF REF R2513 74003 D'UN UFRIO ER., 51111 200. MADISON, WI 517191 AND RICA D TRUSS COUNCIL OF >MERI CA, 6300 ENTERPRISE L.N. C1-0 . Y MADISON, WI 51119) FOR SAFETY PRACTICES PRIOR LO PERFORMING THESE rUNCIIGN S. UNLESS OTHERWISE INDICATED. S J~Y T C DL 1 0 0 P S F DATE 06/20/06 TDP CHCRp SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHIA', HAVE A PROPE RI.Y ATTACHED - REGID CEILING. ? 0* 1 UJ' BC DL 10.0 PSF D R W MOUSR2513 06171110 -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODJCI- S. r ,NC. SI LC NOT BE RE 111151 ILC CR ANI JE'1 TiON FROM iN:~ pESIGN x L URE -,D BUILD THE r - A L P I N E cuss I N DNFDR. cE I r H T P I D R F BR CAT D L r N G s H I P P ( N G .NSr L L 'I' eRACING o ff TRUSSes l ~ • O; BC ILL 0.0 P S F M 0- E N O M O/ P P H DESIGN - CljNFCRM3 II APPLICABLE PROVIS DNS OF ND (NATIONAL DESIGN s1FC BY F&PA) D TPI. ALPINE S /y~~~ • [ CO 11STOR PLAT- ARE MA OE OF 11118/16G? H/5/K1 ASTM A653 GRADE a0,6L K H, SJ V F STEEC APPLY TOT . L D 4 5 0 P SF J L- Q N 78695 PL T S TO CI S O- T!'USS C, U 5 HERw[SE LOCATED N THIS DE 51G 0 IT1ON ER IRAWIN 160A -Z \ V • b _ _ 5 NEE Products, ANY INsP cT ON F ALATES FOLLO ED 8Y ( L BF PER ANNEX Al CF P , D F 3 A SEAL 0 THIA ~I • Ln neered [tic. D R J D ' C T T E F PRD E S I O N L C N G + rv E E R , N G R S P C N S I p I L ; OLEL FDR BUb OMP KENT • ~ D U R . F A C . 1 . 15 FROM P W G 41 ne - P G SH rv SII I TA 81 ANO U E CF THIC COMPJNEVT FOR ANY ,111111, S IE PGUSI BILI'v Cf THE Earth Cay,M063045 BUILOI D_sI„NERP-RANSJ/P1.SEC 2 ~~~1N1111~t~~~~ SPACING 24.0" JREF 1SY82513Z15 (Q66475 /SLSH Fi l l i n l ater , OH J GE 20'8"8 Gable) THIS DWG PREPARED FROM COMPLIER INPUT (LOADS & DiMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 011#2 1 plate(s) require special positioning. Refer to scaled plate Sot chord 2x4 SPF 0111;2 plot details for special positioning requirements. Webs 2x3 SPF(S) Stud :W1, C6 2x4 SPF Stud or SP #3: W2, C7, C8, C9 2x4 SPF 01/1)2: 90 mph wind, 17.82 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II. EXP C, wind TC DL=6.0 psf, wind BC OL=5.0 See DWGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more psf. requirements. (A) 1x4 113 or better "L" brace. 80% length of web member. Attach with Sd Right end vertical not exposed to wind pressure. Box or Gun (0.113"x2.5",min.)nil Is @ 6" 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 1-1240 total load. Fasten rated sheathing to one face of this frame. 3X5 8 r- 2X4(**) O~ W C C (A) 14 -11 C (A) C (A) (A) (A) I 1-0 0 V X 5 ° i/i/ 4X6111 0 -W 8 1., 20-8-8 Over Continuous Support R=96 PLF U=9 PLF W=20-8-8 Note: All Plates Are 2X4 Except As Shown Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT=1.25(1.25)10(0) 7.2510 /V~7 OH/ /1/-/R/ Scale =.1667"/Ft. AN AC D NO --W NT)p BCSL'lI UOI E(BUIIpD ZING COMP?Nf.Ni ASA FE TY FI NFORMA TIIO N)-HI'AUBL IBS IIEO BY TP[N(TRUSS TP LATE GI NSTI BATE! 583 + • TC LL 25. 0 PSF RE F R2513 74004 D -ONUFRI. OR., SUITE 200, Mn OISIN, WI Sa7:9) ANO WT CA (WOOD TRUSS COUNCIL OF AMERICA . 6]00 `e NTER PH [SE LN, MADISON. WI 53719) FOR SAFETY PRACTICES ARTOR TO PER FOR MIN G THESE FUNCTIONS UNLESS OTHERWISE INDICATED, T C D L 1 O .0 P CAF DATE 6 / 20106 TOP CHORD SHALL HAVE PROPERLY AITNCIIED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPFRLY ATTACHED y : WAN (1' J I RIGID CEILING. - - 53031 BC DL 10. 0 PSF DRW MOUSF2513 06171111 ``IMPOft TANT**FUAN(SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALP 1 N L PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE`/IATION FROM THIS DESIGN ANY FAILURE TO BUILD III • • ? B C L L 0 P S F M G - F N G M Q / f`1P T3USS IN CONFORMANCE WITH 11 1, OR FABR; ATING. HANDLI NG , SHIPPING. INSTALLIrvG 8 BRACING IF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF rvpS (NAitONAL DESIGN SPEC. BY AFgPn) nIS IP! ALP: IF 1 - '7 - COrvNECiOR PLATES ARE MADE OF 20/18/166A ASTM A653 GRADE 40160 (W, NIH S) GALV. STEEL- APPLY T 0 T , L D 4 5 C P S F S L[f1 N 7 8 I 0 7 PL TES O EACH FACE OF TRUSS AND IIL-SS OTHEP ISL CATLO ON THIS C SI'N. P SI TIOrv PER DRA 160A-Z. • • l`/A ` _ V Y INSFECTI ON DF P A'ES FOLLG.HEG BY SHA L- B PER ANNEX J IF TPI) I EI.B. A EA N -1115 Alpine Engineered Products Inc ~2 CAIES ACCEPTANCE D.- PRO E5 IDNA IN RING RFS ONSII[L 0 ELY FIR THE IIU15 C111INE11 D U R F A C . 1 . i 5 F R OM P W G Earth City, MO 63(345 Bne s HIWN. rHE s nBILI- All usE 11 rHls LDMPDRSUr 1111 ANY euiLD,NG Is 1111 R'saINS1BU Irr eF THE 0 ~ I Y L - - _ 'ILDINGsIHSIGNEN IF' ANEI, 1 E`- 2- SPACING 24.0" JREF- ISY82513Z15 (066475 /SLSH F i l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i i n l a t e r , O H R 15'11"8 Common) Top chord 2x4 SPF 1111f12 90 mph wind, 23.30 ft mean hgt, ASCE 702, CLOSED bldg, Located Bet chord 2x4 SPF 111/02 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP #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. 4X6-- 3 I 8 X5 3X5% (A) s ~ 5 1 5 0 5 0 2X4 III 5X8= 3X5(81) = 2X4111 0 6 8 12-0-11 3-10-13 15-11-8 Over 2 Supports R=980 U=180 W=6" R=142 U=180 W=5.5" ~ ~~"i~ Design Cr t: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25. 4~ 0 ~i OH/-/1/1/-/R/- Scale -WARNING-- TRUSSES REQUIRE EXTREME CARE IN F A B R I C A T I O N , I 1 A N D I . I N G , 5 I I I P P I N G , INSTALLING AND BRACING- , V T C LL 2 5 . 0 P S F REFER TO BCSI 1511 (BBILDING COMPONENT SAfETY INFORMAlIOrvD PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBl L R E I= R 5 1 3 - 7 4 0 0 5 D~ONOFHiO ORSUITE 2C MADISON, WI "71') AND WTCA (w OD TR IISS COUNCIL OF AMERICA, G. F.N TER PRISE Lrv, TO MADISON. W[ SD 191 FpR SAFETY PRACPCLS PRLOR TO P`_RFORMING THESE FUNCTIONS. DNLE55 DTHERWISE INDICATED. IC L. TC D L 1 Q G P J F DATE 06/20/06 TOP CHORD SHALL HAVE PR.O PERLY ATTACHCU SiRUCTURnL PANELS AND BOTTOM CHORD SHALL HAVE A PRO Pf:A LY AI TAC HEO per/ RI GIO cEn ING. SCHURWAN BC DL 10. 0 PSF DRW MCU SRZ513 061.71112 "IMP GR TANT FURNISH A COPY OF THIS DESIGN TG THE INST L. TIDN CONTRACTOR ALP.NE ENGINEERED . 53031 A L P I N E , TRLss`in ~onFORMO~c` w',TH TPIRESaonsCR %BRICAA:I, L v , A r [ ° " N ` r ~ 0 s T P ' I N ° '~wiTALLI c`n 3aAcI~G`o B a;sSes` ~ B C L L 0 . 0 P S F M 0 E N u h1 Q/ P P R k S, A DESI N -H )4F DR MS H PPLI' BL- PRO IONS O NCS (NATIONAL D I N 'L BY t&P?.) 'U TPI LPINE CON L T R "I'll R RIDE OF DL1 /l G N H,ET 4 A 6S3 OR AN D.GG N R S) L' sr.EL PR •~+~S ~ TOT LD 45. 0 PSF SEuN - 78711 PL ES E CL F TR SS A L LC DT R ISE LOCA O ] T 0 SIG . POT 4 ER DR 160A- h • A Y IT D P AEl L' WED d~ J M B R N E% 3 f 1 C02 E 3 -E ON i LS 1 ~r J DUR FAC A G LLEPT' CE F D OES BI'. Y BLEL FOR ` RLSE ? . . 1. 15 FROM PWG AI ineEn neeredProducts Inc- DR T ` '1C E P E3~It} L{N, MO 63645 DEsIC DUV B -I ND LICE - TITS O JN-NT FOR AN', BUILCING 15 TAIL RESPUVSIBILITV OF III, f BuLDIN„ DES'°^ER,ER AN 51. , 1 SEC 4~NNt~~tu~~d SPACING 24.0" JREF - iSY82513Z15 (066475 /SLSH F i l l i IF l ater , OH K1 15'11"8 Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF (11/12 90 mph wind, 23.48 ft mead hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF #11112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psi, wind BC DL 5.0 Webs 2x4 SPF Stud or SP X13 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. 4X6= 8 3X50 3X5~i g (A) 5 1 5 0-5 0 3X5 (131 2X4111 5X8= 2X4111 12-0-11 _1, 3-10-13 15-11-8 Over 2 Supports R=921 U=180 R=744 U=180 W=5.5" 118 Design Crit: TPI-2002 (S TD)/IRC V.%%%11111••0•~il•~~`iiii~~ Scale =.25"/Ft. PLT TYP. Wave Cq/RT-1.25,_1125) 10(0) 7.25.QEd T t3 a "WARNING - TRUSSES REQUIRE EXTREME CARE IN FARR'CATION, IIAN DL:NG. SHIPPING, INSTALLING AND BRACING. • • REF E R i0 B C S I 1-03 ( B U I L D I N G COMPONENT SAFETY I N F O R M A T I O N ) , PUBLISHED BY T P I (TRUSS PLATE I N S T I T U T E , 583 , y I T C LL 25. 0 P S R R 2 5 13 7 4 0 0 6 O IF OFRIO Cl , SUITE 200. MADISON, WI 537:9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LY. • MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, * SC • T C D L 10. 0 P S F D A T E f1G / 2 G / 0 1 J A LJJ U TOP CHORD SHLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY q, FACTEp r • S AN RIGID CEILINA G- • • LU B DL 10.0 PSF DRW MousR2513 06.71_I3 ALPINE PRODUCTS INC C STALL NOT B RESPONSIBLE AN. Jf VIA11,1 FROM i1DESIGN ANf FAILURE 'TRU 5CS B C L L 0. 0 P S F M O- E N G U 0/ P P H 'r ' RUMP rR NDRM SHALL ITT IPIRY OF TORS D W FOR AN TOG I' E 'GOING` 1111111 DESIGNiALLI NG 8 BRAALF-EIC CING10 BUILD • 031 • DES(., CONFORMS WITH APPLICABLE PROV~DI~rvS OF Nps ( a :ANAL DE SI6N SPEC. BY AF }P A; AND iPl ALP 1E - - - - CONNECTOR PLATES ARE MADE OF 2DII8,116 GA (W,T/S/K) STM A6S3 GRADE 40/60 (W, K/H,S) GAL J. STEEL • « T P - , ` - - P LAiES III EACH F CE Or R S5 ND UNLES OiHf nw Sr LOCATED HIS DES N. POSITION R DR I G I6O z. • / • AN I ON DE PL Ei S 0 D, BY L L s•• 0@01P06 a % OT. LD. 45. 0 P S F SEGO 78715 ~ BE 'EN A" L' AS , - IT 20 2 S 3. 0 HIS • 'A CN L I EER N RESP SIBTLT' LL' FOR THE --lUSS 0 PQ E ? % JR Wf G 1 D-C. S C E° CE OF PRO ESS 0 DL1R FAC 1 15 FROM PWG Alpine Enoneered Products, Inc. DESIGN oIOWN S ( ABILITY AND USE OF [ COMPQAENI FOR BHILDIrvG I3 THE RE6PON3IBTLITY of THE O ~ AL ANY G Earth Cig',M063645 BUILDING DESLNER PER AI' T T SEC z ~~~~N~If1~fIN~~~~ SPACING 24.0" JREF 1SY82513Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in 'later, OH A GIR1 14'8" Common Girder) Top chord 2x4 SPF X11/{(2 2 COMPLETE TRUSSES REQUIRED Bat chord 2x10 SP 2400f 2.OE Webs 2x4 SPF Stud or SP O3 Nailing Schedule: (0.131"x3"_Gun_ nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bat Chord: 2 Rows @ 5.50" o.c. (Each Row) (LUMBER DUR.FAC. 1.15 / PLAIL DUK.I-AC. 1.15) Webs : I Row @ 4" o.c. TC From 74 ELF at 0.54 to 74 ELF at 14.67 Use equal spacing between rows and stagger nails BC From 5 PLF at 0.54 to 5 PLF at 0.00 in each row to avoid splitting. BC From 20 PLF at 0.00 to 20 ELF at 14.67 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun nails ON BC 921 LB Conc. Load at 1.19, 3.19, 5.19, 7,19, 9.19 THE BOTTOM CHORD ONLY. 11.19, 13.19, 14.19 90 mph wind, 24.17 fit mean hgt, ASCE 7-02, CLOSED bldg, Located (A) #3 or better scab brace. Same size & 80% length of web member. anywhere in roof, CAT II, EXP C, wind TO DL=6.0 psf, wind BC DL=5.0 Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. 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. 2X4111 3X5% 6X8 To- -6 8 (A) 0-5 0 T 6X12 Iii 4X6(A1) 3X8- 0 8 14-8-0 Over 2 Supports R=4093 U=361 W=3.5" R=4700 U=390 W=3.5" Design Cri t: TPI -2002 (STD) / IRC Q~i PLT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.25 Scale =.2"/Ft. --WARNING- TRUSSES REQUIRE EXTREME CARE [N FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING- 4 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMAIION). PUBLISIiEO BY LEE (TRUSS PLATE INSTITJ TE. 583 T C L L C 5 V P J F R IEr R 2 5 13 74007 D'ONDFRIQ OR SUITE 200, MADISON, WI 53119) ANU WTCA WOOD TRUSS COUNCIL OF AMCRI CA, 6300 ENTERPRISE N. w - M A D I S O N , W I 5 3 7 1 9 ) FOR SAFETY PRACTICES P R I D R TG PERFDRMING THESE F U N C T I O N S . UNLESS OTHERWISE I N U I CA T E D T C D L 10 D P S F DATE 06/20/06 TOP CHORD STALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL RAVE A PROPERLY ATLnCHED y • RIGID CEILING. i : W BC DL 10. 0 PSF D R W MOUSP2513 06:71114 - fM P OR TA NT "FJRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • 53031 • A L P I N E PRODUCTS. INC 50LL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE rG BUILD TIII LJJ BC LL 0 D P S F M 0- E N G M 0/ P P H TRUSS IN CONFORMANCE WITH 'PI OR FABRICATING, HANDLING SHIPPING. IN LLI E BRACING OF TRUSSES DESIGN CONFORMS AP-Lf ABLE PRO S O CF III NAT[ONA OE LN SP d I' A iP LPINE I ST IY I~ p DNNECiGR P I E ARE AD D . 2 0 / 1 8 / 1 6 6 "S" TM E 3 GRADE 0 IN / 6 W . K S S - E E L P P I ' V F ~ ~ • • ^ ~ ' ~ TOT L D 4 5 0 P S F S E O N 7 8 9 6 9 RTES TC EACH E 11 11111 G UNLESS FTHLRWIS~ EC 0 HIS DES ' P S[ J PEI 1Aa 'C' 156.-Z lVA ` 0 •ol 11 V 'S, E C', I N PL Tr OLEO EO 7 S1. - BF t0. N 3 CF T. OD E SF 111T T V n r~ D U R F A C 1 1 5 FROM P W G DRW'.u [NO C f '11 N E PR I 10 L N I ERI 6 R: P S BL_I Y III ELY FOR -E RLS CM JNN yy AlpneEEgrtl CetvvPrOu304 c. Y~IL NINE"CES NFPTPE'ENI e,PT I SEC LSE QF GHIS LQMPDNENT FOR ANY BuILO:NG a T:E Ro5P0N618.L T. GF THE ~1q*108 , "p+~~ SPACING 24.0" J R E F 1SY82513Z15 (066475 / S L S H F i l l i n l a ter, O H K GE 15'11"8 Gable) THIS DI4G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- Top chord 2x4 SPF )j1/1)2 90 mph wind, 22.30 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SP.T 1111112 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.0 Webs 2x3 SPF(S) Stud :W1, W2 2x4 SPF Stud or SP #3: psf. See DWGS A10030EE0405, GBLLETIN0405, & GBLBRST00405 for more Right end vertical not exposed to wind pressure. requirements. (A) 1x4 j{3 or better V' brace. 80% length of web member. Attach with Bottom chord checked for additional 20-psf live load in areas with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 42"-high x 24"-wide clearance. Deflection meets L/360 live and L1240 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. 4X6= W1 T (A) 8 W2 5-1p-5 i 0 5-0 2X4(B1) 0 8 12-0-11 3-10-13 15-11-8 Over Continuous Support R=104 PLF U=1i PLF W=15-11-8 Note: All Plates Are 2X4 Except As Shown. Design Crit: TPI-2002;STD)/IRO ~.~~~~~11lQtf~~?~?, PLT TYP. Wave Cq RT-1.25(1.25)/10(0) 7.25 O 1 » OOH/-/1j1/-/R - S[[cale =.25Ft. , HA YR WER NTO SCSI T]U03 E(BU LOO LING COMPONErvT CARL AFEIY FIANBF ORMAi 100 I PUBLISHED BYI ATP [I N(TRUSS TP LA TE GINSTIIfRtE tN C 5B3 • T C 25 O PSF RLF R2513 74008 D'ONOf 0.1C DR., SUTIE 200, MADISON. w1 53))9) ANp WT CA (WOOD IRUSS CDUNCiL OF AMERICA. 6300 EN IERPRISE LN, y - M A D I S O N , W T 53719) FOR SAFETY PRAG TICF.S P R I O R TO PE Rf O 0. M I II 1116 11"11 N C T I O N S . UNLESS DT I I E R W I S E I N D I C A T E D . ` 7~ + : • T 1, D L 10 0 P S F D ATE 06/20/06 IOP CM ORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 9OM CHORD SHA',L HAVE A PROPERL? ATTACHED q PIS IS CEILING. ` N 031 W BC DL 10.0 PSF DRUB Mou>R2513 05171115 t ME OR TANT FURN I SIT A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED ',I A L P I N E PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD 111E r O , B C L L O. O P S D M( E N G M 0/P P H TRUSS IN CONFORMANCE WITH TEL OR FABRICATING, HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC BY AF3P ) AND IN 1. ALPINE p CONNECTOR PLAT ARE MADE OF 20/I8/16GA (w,H/S/K) ASTM A653 GRADE 40160 (W KTH,S) V. STEEL APPLY -006/S ~ TOT L D 4 5 O P ,i F SEC, N / C7 2 3 PI. TES TO EA 4 CE OF TRUSS AND UNLESS OTHERWISE LOCATED J THIS DESIGN, >OS1.1CN PER ORA GS GA Z. N f 5 TT D OF PL F F1 QYLD D ( SHALL BE PER ANNEZ A' )1 TPII. 20D2 SCC 3 A SEAL ON ,IS • ! • (1 D U R F AC. 1 . 1 5 F R OM P W G DRAWING INO C TE S C E T CE OE PROFE ONAL c'rvGIrvEER ING E PON_[B RI.. ,oLILY FDA THE T1111 0 DNENT n1 Y Alpine Engineered Products5 Inc CE ,N Mow THE SDITABI ? ~O' Y p Earth City, 0 USE of rHls COMPOnE NTRFD All suL DING 6 rHE aESP ONSI9In Tr OF MO 6364 BUILDING DESISNrR PER AISI/TPI i aE rHE ?~I~~INt N flt~~~~~~ S P A I N G 4 . 0 0 R F F 1 J YU2 5 1 3 L 1 5 (066475 /SLSH Fi l l i IT l ater , OH P 11'2"8 Mono) THIS 014G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. Top chord 2x4 SPF 1111112 90 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SITE 111/112 anywhere in roof, CAT II, EXP C, wind TC DI- 6.0 psf, wind BC DL 5.0 Webs 2x4 SPF Stud or SP 113 psf. :Lt Slider 2x6 SIDE 1111112: BLOCK LENGTH 1.838' 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. 2X4111 3X51 g (A) 8 5 11 3X5% 1-0-0 2X4111 3X5= 5X5(E3)= 3X12 (E3) III 070 11-2-8 Over 2 Supports R=574 L'=180 W=3.5" R=526 U=180 ti!!11! Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq RT=1.25(1.25)/10(0) 7.215.t~ .0 OOH/ /1/I R/ Scale -.25"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE I N F A B R I C A T I O N , HANDUNG, S H I P P I N G . INSTALLING AND B R A C I N G . • • ~ I T C L L 25 . 0 P S F R E F R L 5 1 3- 7 4 0 0 9 REFER TO BCSI 1-13 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TIT ITRHSS PLATE INSTITUTE, 583 O'QN pFR10 OR., SUITE 200. nA01SON. Wi SO",) A" WTCA (w0op TRUSS COUNCIL OF AMERICA. E300 ENTf RPR; SE Lrv, ` 1 • _ _G M A D I S O N . 'III 5 3 ) 1 9 ) FOR SAFETY PRA C T I C E 5 P R I O R TO PE0.f ARMING IT ESE F U N C T I O N S . rvLE SS O T H E R W I S E i N 0 1 C A T E Q 9 L T C D L 10.0 P S F D Q T L 0 'J / 20/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ` URWAN 1, L/ RIGID CEIL[rvG. • Uj BC DL 10. 0 PSF DRW MOUSP2513 06171116 'IMPORTANT*"TURN 1 ST A COPY OF rHIo DE M ON TO THE INSTALLATION COTRACrOR LPIN 4G N EREC ~ 53031 • ~A ~J INC A LPIN E xTR 0D5C[rv CDNFORMANCELWi01 BE RESPONSOR LFnBRRCATINGcV 1ANDOL NN6R05HIPPING DESIGN TA' LING 6 8R A4G OFBLRUS Eif GQ• ; " V L L 0 O P S F 1"110 E N G I'IO /P P H O E S I G N CONFORMS w I ' I AP L C BLE PRO . S I D S OF NpS (NATIONAL DESIGN SPE 31 I&PA) AA1O CONNECTOR PLATES ARE MACE OF 2 O / I B / 1 7 G W . H / S / R ) ASTn A65 GRACE 0)00 W R / 5 L STEEL . P V T . ~ " ~ TOT. L D 45. G P S F S E ON - 'H I 78727 ION OF CE F IS ED 5 OTHERWISE 9E PER A1NED N IS D[ N. ISITI I JAA IN GIS ~ 01 _ II •1&11100 46 A PLATES NY INSPECTION EACH ASES DLL wE BE (1) SHALL L 9Ea Cx AS G 'P I1 2 S SEC 3 FROM N -11 F R O "I P W G City, M~ 63s~4 c 0RA ING IND:C S ACDEP-ANCE OF PROFS TONAL IS G IJMPINtN1 R ANY BGI1~111G ISLTHE C IIIIII 'USS PINIIBILIIrv TF N I DUR FAC 1 15 Alpine Engineered pes[„N ,na RN THE Sulr BIr~ AND usE Dr FO G T I Earth pry, BQILD:NGDesIGNERPFRANSI/TPIISEC T ~~Nrlu~t~! SPACING 24.0' JREF- 1SY82513Z15 THIS DIJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (066475 /SLSH Fill in later, OH N GE 13'4"8 Gable) Top chord 2x4 SPF Jul/112 90 mph wind, 15.37 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SPF III/fl2 anywhere in roof, CAT II, EXP C, wind TC DL 6.0 psf, wind BC DL 5.D Webs 2x3 SPF(S) Stud psf. :W1, W2, C6 2x4 OF Stud or SP #3 Right end vertical not exposed to wind pressure. See DWGS A10030EE0405, GBLLETIN0405, & GBLBRSTD0405 for more requirements. (A) 1x4 1(3 or better "L" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" 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. Fasten rated sheathing to one face of this frame. T I i i W2 5X5% C6 (A) 9 1 0 8 ~ (A) it i 1 0 0 tj ti - 1 0 8 ~13-4-8 Over Continuous Support R=97 PLF U=13 PLF W=13-4-8 Note: Al Plates Are 2X4 Except As Shown. ~ui Design Crit: TPI-2002(STD)/IRC Q~ FELT TYP. Wave Cq/RT=1.25(1.25)/10(0) 7.254 ad~.. Scale - 25"/Ft. -R' Ea Nro ocsl TRUSSES aui REQUIRE EXTREMECARD ASnFEIIY F~N ROaMAr Oor+l. r!I uo ""D er !TPa~NSTRUSSTALLING il r+sr "I-- t "seo i Y TC LL 25.0 PSF RAF R2513- 74010 • T ONOGRfO DR SURE 200. MADISON. WI s3]19) AND WTCA I'D D Truss COUNCIL OF AMERICA, 6300 EN reRPR!SE LN, L. M A D I S O N . 4 l l 537 1 9 ) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS ONLLOS OreERI'IERL I N D I C A T E D . T C D L 10.0 P S F DATE 06 / 20106 LOP CHORD 11A1L HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO OOTTOM cNORD SHALL HAVE A PROP r nI,ACI 1, 10 RIGID CEILING. - • w 53 31 •LL BC DL 10.0 PSF DRW MOUSR2513 06171117 ` T MP ORT A N T "FJRNISI A COPY OF "HIS DESIGN TO THE INSTALLAIION CONTRACTOR ALP :NE ENGINEFR ED • PRODUCTS. INC SHALL NO' BE QCSPONS13LE FOR ANY DEVIAL!ON FROM THIS DESIGN, ANY FAILURE TO OUILD TRL r O& B C L L C O P S C M O - E N "I (~I / ? r H A L P I N E TR JSS IN CONFORMANCE w H TPI OR FABRICATING HA NULI NG, 11111 11 , INSTALLING 5 BR A'.:I 6 OF TuULSPSEIS • _ DESIGN CONFORMS ul Tn APPLICA9Lf PR ONi SIGNS OF NDS (NA'iONA, pENIGN SPEC. BY A6 A A) A40 TPI ANE • G/ • p OYNECLOR P E RE MADE OF 20/NO 18 16 GA (W.H/S k) ASTM A653 GRADE 0/60 (W K/H S) DAL?. STEEL. APPLY 1 S T •~•~l T O T L D 4 5 D P S F S E Q N 7 (J 7 J 3 P- T S I'O A FACT OF "'SS A L-E55 OTH.RW S I CArEO ON TH DESIGN, POS ION PER DRAWINGS 160A -1.. I ~ • ~ ~ • V~~ tt11 OO11 Products I NPEC. O LAT 5 OL_]wEU SNAL 9E PER nN 1-200 NEC 3. A SEAL ON THIS )~,yi~ . ` DUR FAC 1 FR0 M' PWG Alpine EE tY'e Ced ~63a45 c DE IGNUS HINCDI A- T ECSUPIT B',I- ANDF USE OFA THCN COMPONENTR FORD NNYB BUI D[NG01S HEO RE»ONSROILITOMof 4ENT ~~,,IVI,,,t/'Y_,il"t ltltll~ - 1- p ac1LDINGDENIGNER PER ANSI,TP[ 1 SEC. 2. H SPACING 24.0 JREF - Y8251371 u c H ISSUE DRTE; E 01/02/05 = REVI5IONS~ H 12 ~ O 12 12 o 10 o 8 ° /36 12 12 5 g 10 0 o GM VL BEAM ~ L 6~~,~ PER ROOF PLAN RAFTER FILL ACE OF TRUSS "N" BEYOND PER ROOF PLAN F _ - , - V I ~ U~ I ~ . co I ~ ~ ~ I I ~ ~ DROOM 3 BATH BEDROOM 3 LOFT w I R ROOM BE MASTS MASTER BED DROP cLG. 1'-6" ~ ~ BATH @ VANITY SPACE , c. 2x6 LEDGER ATTACHED TO LVL w1(6l 16d w W P ~ _ ~ _ _ 9 1!2" FLOOR JOISTS 9 1/2" FLOOR J ISIS _ _ _ - - I-JOISTS PER PLAN _ _ _ _ _ _ _ ~ J ~J O I-JOISTS PER PLAN ~ w W iW z Z O I I ~ LVL BERM PER PLAN F~ H ~ ? ~ li ~ COFFER CLG ° w CANTILEVER JOIST5 I I FURR D. 8" N m Q ~ OVER 5TEEL BEAM I I c~ ~ x ~ ~ W r+ I I NU ~O H NO REINF. REQUIRED ~ ~ ~ ~ I I ~ 0 m ~ FAMILY ROOM o I I o BREAKFAST I I ~ O ~ KITCHEN . KITCHEN ~ GARAGE and I I o ~ O U 3 I I F, O f-+ W I I r F- U ~ II a ~ I I m FIN. FL. FIN. FL. Q I I - - 11 7/8" FLOOR JOISTS 11 7/8" FLOOR JOISTS - J _ ~ I-JOI5TS PER PLAN SEE FLOOR FRAMING PLAN ' Unit 4 ~ Unit 3 SECTION B ~ SCALE 1/4"=1'-0" 0 ~ 5CALE; 114 -1-0 G2 Y OPTIONAL EXTRA - G3 ~ RRFTER RND RIDGE OVERLRY DORMER PER ROOF PLRN G4 r___T_--r---r---~--~r~f f 12 T - ' - T - - - T - - - T - T - T - - " II II II II II II II 11 II II II II III ~ 10 II II II II II II Il 11 N II II II II II II II II II II II II II II II II II SEE ROOF II u u II II a II II II a II II II 2x10 RAFTERS NG PLAN II II ° ° II II II II 12 FRAMI II II II II II II II 11 II II II II ~ E1 X24 o.c. 12 II I II II II II Il II II II II II 11 ~ a 5 Il II II II II II II II 11 II II I LVL II II Il II II II II II 11 II II I1 II DORMER HDR $ II ~ 12 ~ R PLAN II li a II a II II II a II ii II ti PE Q ~ ~ ~ , E 10 II Il II II II II II II II II II II III II II 11 II II II II II II II II Il II 2x6 CLG. JST u u II II II II a II II II I n i~ a II II II II II 11 ll II II II II II II II II II II Il II IA II II li I + i~ u JOIST HGR. I+ u u u v+ u u i+ f _ - ~ I T PROFILE ~ ~ (2) 2x6 ~ PLAN 2 x 12 ii OF TRUSS "H" i i HEADER I LEDGE ~ r - " ' ~ ` " " RIDGE BOARD IN FOREGROUND ii ii ~ 1 - I U II II II II 00 ~ I II II II II tl r+ ~ I 11 II II II II I ~ ~ ~p I U II 11 II 2 STORY DINING i ~ !>7 ~ ~ I II II II II III II II II 11 II II II FTOIBE DETERMINE(p SOFT BEDROOM 2 ~ ~ IIL~II~IJI - I ~ ~ ~ ~ I 11 II II II i M ~ I ~I p II II II pl II II II II II I BATH i~ i~ Q MASTER BEDR00 II II II ~ I 11 II II II II III II II BUILD WALL i c~ I II II II Il II I)I II II II II II I i~ ~1 II II II II III II II II I] II I oFF TRUSS MRS ER BATH i~ i? I I II II Il II II III II II II II II I 3/4 PLYWD I I II II II II III II 11 II II II I W1REV. BASE I I II a n u In a II n II II I ~E~ Q HRIRMOULD ~ I II II Ills III II li II li ~ ~ &C ~ ~ ~ + II II H I} III II ° II I~ I„ , 9 1/2" FLOOR JOISTS - _ I-JOISTS PER PLAN + u " " O „ ~ o I~ oa I 2x8 CLG, Q ~I FACE OF JOISTS LVL BERM PER PLAN TRUSS "N" I I I~ BEYOND I I 2-STORY CANTILEVER JOISTS II DINING ROOM i , FRAMING BEYOND ~ OVER STEEL BEAM ~ I' ~ E-- II w NO REINF. REQUIRED ~ II 'HALL MASTER BATH ~ ~ ~ II ~ FAMILY ROOM o ~ II ~ RAGE ~ o LAUNDRY GA FAMILY ROOM II m ~ II U II w II O II ~ II II ~ ~s~ W c~ ~ - - I-JOISTS PER PLAN 11 7/8" FLOOR JOIST5 ~ ~ O SEE FLOOR ~ ~ ~ • FRAMING PLRN ~ i ~ ~ Unit 3 ~Fj OPT./EXTRA SECTION C w SCALE; 1/4"=1'-0" ~ M n~T~P ROTN f1(1 f i l-l y i L_ IN u i i i L-/ V 1 •1 SCALE 1/4"=1'-0" SCALE 1/4"=1'-C" IFY5 U)l 2004 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) • Design No. U366 NonBearing Wall Rating - 2 HR Finish Rating- 120 MIN I J - c_ - .4 _ 3'4" AIR SP 'ACE h y s CONFIGU'RA'TION A I \Po l n TO I IR h. f ROq AREA Sr P AR AT104 A'.11 I. SIN (}f1 I t 1 1-- 1 4' AIR SPACF ~ COMIGL'R.A1'I0N 11 ' rAnnin I~.~,xn~i ilnq~+hf 3 4' AIR 1W r'F- AIR SPACE- Allt SPACF !tL'1I1:N.1A ' L:U I0AU AREA SEPARATION WALL; - (Max I leight - 41 R) 1. Floor, Intermediate or Top Wall - 2 in, wide ch,mocl shaped with 1 In. long Ichs formed from No. 2.i MSC; galv steel, seNured with suitat)le fasteners spaced 24 in. OC• 2. Steel Studs - Steel members formed from No, 25 MSG galy slcrl hav- Ing "H" - shaped flanged spaced 24 in, OC; overall depth 2 In. and fl,ingc,width 1.3/8 in. ' 3. Gypsum Board- Two layers of 1 In, thick gypsum wallboard liner anels, sup~lied In nom 24 in.'widths• Vertical edges of panels friction fitted Into' H•' • shaped studs. BPBAMERICA INC-ProRoc Shaftliner JAMES HARDIC GYPSUM INC-ProRoc Shaftlincr PROTECTED WALL; --,(Bearing or Nonbearing Wall) ~4. Wood Studs - Nom 2 'by 4 in. maY spacing 24 In. CC. Studs cross- braced at midheight where necessary for clip attachment. Min 3/4 in, separation between wood framing and area separation wall. 5. Gypsum Board - Classified or Unclassified - Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically, Wallboard attached to studs with 1.1/4 in. long steel drywall nails space 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, m n 2 in, wide with min 2 in. and 2.1/4 in. legs. Clips secured with Type S screws 318 in. long to "H" studs and with Type W screws 1.1/4 in, long to wood framing through holes provided in clip. Clips spaced a' max of 10 ft OC vertically between wood framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below :requires clips spaced a max 5 ft OC vertically behveen wood framing and "H„ studs. "Bearing the, UL Classification Mark U c H " USG (OR EOURU STEEL N ISSUE DATE, ? \ "C"-RUNNER CAP OVER GYP. BD, 0 01/02/05 PANELS FASTENED TO STUD ON z REVISIONS ALTERNATE SIDES W/ 3/8" SCREWS SRW CUT ~ • JOINT AT 0 SEPARATION ~ ~ \ \ WALL. N \ \ 12 ~ ROOF MATERIAL ON 15" FELT © 5 / 3 6 OVER SHEATHING AS SPEC'D. K ' 8 ' GM ' 1/2" FIRE RETARDANT TREATED FARMING BEYOND TREATED 6~26~p8 PLYWOOD 4'-D" TO EACH SIDE i NCH SIDE i - - - - - - - - - - - - OF FIRE SEPARATION WALL i :ON WALL I I 1 I r J 2 x 12 ~ ~ ~ ~ i RIDGE BOARD it ~ , i i~ i~ } 1~ PROVIDE GIRDER L 12 TRUSS FOR D,W, ~ ~ J A B 2x8 CEILING RIDGE BOARD ii 10 ii RAFTERS w/ i i ~ ~ 2x FILLERS 1~-4~ i , -4 i i DETAIL 4 w ii ii MATCH TRUSS 'L' i ~ ' ~ 6 1/2" SCAI SCALE; 1 1/2"=1'-0" ~ - TAIL 7 1" RIR SPAC (3/4" MIND a 12 ----------------------1 EACH SIDE 1" (OR 3/4" AS REO'DJ FIRE BLOCKING INSUL. PRE-ENGINEERED ROOF TRUSSES -REFER Q TO ROOF FARMING PLAN eo R-30 BLOWN-IN FAMILY ROOM FAMILY ROOM INSULATION 2nd FLOOR CEI NG RG RAGE 0 BACK-TO-BACK 2" USG (OR (OR 1" AIR SPACE (3/4" MIND _ _ _ - _ _ _ _ _ _ - - - EQURLI STEEL "C"-RUNNERS IERS EACH SIDE LLY - - ~ 10 FT. VERTICA SCREW ATTACHED W/ W/ (21-3/8" SCREWS ~ 24" O.C. O.C. DETAIL 3 ~ • SCf SCALE; 1 1/2"=1'-0" ~ ~ SCALE; 1/4"=1'-0" ,063 ALUM. ANGLE CLIP CLIP SCREW-ATTRCHED BOTH SIDES OF "H" STUD AND BOTH 2x4 STUD WALL ~ 16" O.C. ] AND W/ R-13 BATT INSULATION SECURED TO FRAMING ~MING ~ 1/2" GYP. BOARD FINISH CAULK W/ 1/4" BEAD BEAD 3/4" TB~G PLYWOOD SUBFLOOR ACOUSTICAL SEALANT SLANT OVER FLOOR SYSTEM -REFER (AS REO'DJ TYP, TYP, TO FLOOR FRAMING PLAN ii ~ ii o ~i ~ ii H (2) 1" GYPSUM LINER 2nd F OOR DECK g ~ ~1 PANELS BETWEEN "H" STUDS @ 24" O.C. 10 1/4" ~ ~ 6 RISER (TYPE X GYP. BD.) ~~j ~~~7314 ~ m CONT, FIREBLOCKING INSUL, AT EACH 10'-4 1/2" 5'-6 1/2" ~ ~ 1' 11 3/ ' OPENING i ADD COFFER FLOOR LEVEL i TO LOFT (UNIT 4l FURR DOWN i i TO BEDRM 3 (UNIIT 3l HALL EA. UNIT ~ ~ w ~ 0 LVL PER BACK-TO-BACK 2" USG (OR co USG (OR PLAN EOUAU STEEL C -RUNNERS ~ TRANSFER WALL IS ~ 10 FT. VERTICALLY RUNNERS a Q LOWERED TO COFFER SCREW ATTACHED W/ 'TICALLY OHED W/ - 3'-9 3/4 E w , 0o J,;; ii REMOVED FROM GIRDER _ (2)-3/8" SCREWS ~ 24" O.C, 24" O,C, 7 RISERS C0 11 RISERS ~ ~ 1 ~ ~ X7314" ,H 7 3/4" T ~ 2ND FLOOR JOIS S ~ WOOD DETAIL 2 b ° RAILING SC SCALE 1 1/2"=1'-C" F ~ w STAIR L DING ~ m H FRAMING 1" 1° 2x4 STUD WALL ~ 16" O.C. a ~ 10" ~ RUN 1" RIR SPACE (3/4" MINI ~ ~ o r - - - - • MIND 1/2" 2" 1/2" W/ R-13 BATT INSULATION ~ 1/2" GYP. BOARD FINISH - - .'~~y-~'= ~ rans er a ec ion , 5 (2) 1" GYPSUM LINER PANELS .,e-. LVL PER BETWEEN "H" STUDS ~ 24" O.C. (TYPE X GYP. BDJ Q 3'-5 11/16" PLAN £ s__~~ 2x4 PRESERVATIVE TREATED PLATE 'W/ GALV, ANCHOR 1st FLOOR DECK STRAPS ~ 48" O.C. (MRXJ ~ a ~ ~ TRUSS 12" FROM END (MRXJ " SCALE 1/4"=1'-0 ~ 15 RISERS; ~ BEYOND ~ ~ CROWN MLD, 2x6 ~ RAFTER 2 USG (OR EOUAU STEEL STEEL li ~ , 1x3 Z "C"-RUNNER ANCHORED TO ',ED TO ~ _ _ , ~ I~ i~,> FDN. W/ POWDER DRIVEN ,__a f11S U ]RIVEN ~ ~ ~ ~I' HDBD. 12 FASTENERS ~ 24 O.C. I~rl TRIM DETAILS- . I~, F 1U~~ SIDING '4" O.C. i ' ~ ~ - - - THIS SHEET Ef~ ~ ~ - - CII Y ~~f' 2x6 17J i 1. f](. It V RAFTER ~ 2'- " ' R RLL NOTE; i DORME W ~ J M RL , , BUILT BESIDE 4 ~T 2'-0 1/2 WDW. ~ ROOF TRUSS lx FLA~~IING R.O. WIDTH LOCK WALL W 12 CONC. B O ~ ~ RED ~ ON 24 x8 POU 5" CROWN x6 ~ ~ CONC. FOOTING ] O ~ ~ ~ RYWALL i ~ i - - ,~;Id~iF'~~'ill.~ FeF+l~l (~tl~,~tU~ ALIGN D SCALE 1/4 1 0 ~ -RETURNS 1 ~ '~(i tJ~f.f~ S~GTiCI?~~ W/FRONT 5" CROWN W ~r , TO WINDO FLOOR Jolsrs AND RIM eoARD 2-HOUR PARTYWALL F"ai1 ~~N~1 F«i~! 1x2 1x2 BETWEEN MAY occuR IN LIEU of U.L. DESIGN U366 LADDER PANEL ~ ~s ~ :S ~ :~f~i~;~~ G~iCiF ~i~ G~~l(r ~ ~ 3'-~' TRUSSES tt~~~~F~f.f~f ~ ~ 1x4 1x4 DOOR STOP SEE ROOF PLAN SEE FLOOR FRAMING PLAN SECTION B .I OR SIMILAR MOULDING 12 ~ c~.. SCALE 1/2"=1'-0" W 0 AT WINDOW W F'f~GVi~~" UP~GE~~ ~Alft Ff:G~FC i IGI~ ' DETAIL 1 P~f~ ~(~C11 lah f+$19,?..2 SCALE 1"=1'-0" ZOC?~ P,~SIGEN i lF,l_ C:G[~E CAF G~;IC~ SCALE 1/4"=1'-0" SCALE 1 1/2"=1'-0" ~ I U o C H 1 CONT. DBL. 2x4 ISSUE DATE; ~ 01/02/05 1. FLOOR FRAMING DESIGN BASED ON o = REVISIONS; LPI 20PLUS (1.5E) I-JOISTS BY ~ ~ 2x4 ~ 16" O.C. H LOUISIANA PACIFIC, UNLESS NOTED. Q ~ ~ O E 2. ALL HANGERS BY SIMPSON STRONG-TIE ~ W UNLESS NOTED (ATTACHMENTS TO BE PER N r CONT, 2x4 ~n MANUFACTURER'S SPECIFICATIONS) 0 0 N 3, I-JOIST ENDS TO HAVE 1 1/8" OSB RIM BOARD, 4, DESIGN LIVE LOAD; 40 PSF © 5/36 DESIGN DEAD LOAD 15 PSF 5. PARALLEL TO I-JOIST CONDITION TO NTS GM HAVE LADDER PANEL AT SECOND FLOOR fi~~~os AND RIM BOARD RT FIRST FLOOR, 6, FLOOR FRAMING SHOWN HELD IN 1/2" (2l 1 3/4"x5 1/2" LVL STUDS (FULL HGT,I FROM PERIMETER -SEE START POINT DETAIL THIS SHEET. CONT. DBL. 2x4 . 7. LAMINATED VENEER LUMBER (LVU BASED ~ ON THE FOLLOWING MINIMUM PROPERTIES: _ _ (2l 2x6 JACKS ~ TWIN WDO. Fb(PSI) Fv(PSI) E(PSI) ~ ~ 2x4 ~ 16" O.C. 2650 285 L900.000 Q cn 8. RLL POINT LORDS FROM ABOVE TO BE ~ o ' (2) 3060 3060 t'~ V SUPPORTED W/ BLOCKING SAME WIDTH ~ CONT, 2x6 RS CALLED OUT ON FLOOR PLA the ~RAEMAR - Unlt 35 MAJOR POINT LORDS SHOWN BY (1l 2x6 JACK W 15'-11" 14'-1" 25'-3" 5'-0" '-0'. @ SGL. WDO. UIRE NTS ALL BASEMENT WINDOWS REO (1) 1 3/4"x JOIST DEPTH LVL HEADER - ~15-1/2" 8,~ W/3" BAG, EA. END N THEN 16" O,C. 1/2" d WALL DETAIL NOTE; SEE SHEET S1 cv SCALE; 3/4"=1'-0" ~U FOR I-JOIST DETAILS O ~o ~ in m z ~ ~ _ ~ ~ w z R E BE IN ~ PACK ALL R E IUT~12 POINT LOADS 0 TI w SOLID (TYP). ~ S T/( (TYPJ S T/ A 0 IO S EL BIE 11 7/8 I-JOISTS B OW (~fY J - (V (V (V ~ ~ ~ . ~ i ~ (V i~ `r;, I N ~ OD N N n (0 IUT9 Q `~:.:r I H fV ~ ~ ~J ~ IUT9 ~ ~ 15'-11" 3'-8" '-I Oo ~ I (ll 1 3/4" x 11 7/8" LVL II I II I II I I ~ ~'1~ RIM BOARC -RIM BOARD II I ~ U II I o II I ~ ~ II I II I m II I , ~ ~ II I ~ 7'-5 1/2" H T-5 1/2" m II ~ i ~ a O (1) 1 3/4" ST L EA 11 7/8" LV H ..I II I BE W Y - - - o0 _ ~ I I I _ I I I a N II I IU 310 IU 310 H I I I oll I ~ II I NII I N (V I I I ~ I I I r _ _I ~ W =+yu I~- 00 II II I I --II I I N N f~,.l_I. S II I I I I I -~'~II I I I I I I a I I ~I I I I~ I ~I ~ I-- Il I JI ~~I~~ ~~jl ~ I I o f I I ~ i r=~-~i~ I~ I in ~i II i~ ~ ~ ii J~ ii ; it ~ ' II i ~-1 ~I (D ~ II fn I I p II II 1'-51/2" i ~ ~ / \ II I I - ~ 16" ~ I I ~ OUTSIDE FACE ~ ~ OF BLOCK ~ li ~ I I ~ 1/2" 15 1/2" THEN 16" O.C. ~ I I I OUTSIDE FACE I I I OF SHEATHING 1/2 OSB RIM BOARD I I JOIST LAYOUT 1'-7" 1'-1 '-3" 1'-5" 1'-4" 1'-10" 0" I - I 1 2 START POINT 1/2 THEN 16 O.C. 1,_0~~ ~ I BEARING WALL I 15-1/~" I BELOW I 0 ~ 2x4 LADDER PANEL FLOOR I 15'-11" 14'-1" I JOISTS I 20'-3° 10'-0" 0 H I I 60'-3" I 1/2" OSB I I I 6 1 I the BRAEMAR -Unit 3 ~ ~ I l ~ W ~ NTS ~ ~I~ST FLOOD JOIST LAYOUT ~ i SCALE; 1/4"=1'-0" ~ - I FRAMING PLAN NOTES: coNT. DBL, 2x4 U C 1, FLOOR FRAMING DESIGN BASED ON o H LPI 20PLUS (1.5E) I-JOISTS BY ~ ~ 2x4 ~ 16" O.C. ISSUE DRTE LOUISIANA PACIFIC UNLESS NOTED, ¢ ~ ~ 01/02/05 2, RLL HANGERS BY SIMPSON STRONG-TIE ~ ~ UNLESS NOTED (ATTACHMENTS TO BE PER ~ f--- CONT. 2x4 i REVISIONS H MANUFACTURER'S SPECIFICATIONS) 3, I-JOIST ENDS TO HAVE 1 1/8" OSB RIM BOARD, 0 0 4, DESIGN LIVE LORD: 40 PSF DESIGN DEAD LORD 15 PSF cv 5. PARALLEL TO I-JOIST CONDITION TO NTS ° 5/36 HAVE LADDER PANEL AT SECOND FLOOR RND RIM BOARD RT FIRST FLOOR, 6, FLOOR FRAMING SHOWN HELD IN 1/2" GM FROM PERIMETER -SEE START POINT s~~/~ DETAIL THIS SHEET, CONT, DBL. 2x4 7, LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES; ~ F ( F ( ) P ) ~ 2x4 ~ 1 " .C, b PSI) v PSI E( SI ~ ~ 6 0 2650 285 1,900,000 Q 8. ALL POINT LOADS FROM ABOVE TO BE F o SUPPORTED W/ BLOCKING SAME WIDTH ~ CONT, 2x6 AS CALLED OUT ON FLOOR PLR MAJOR POINT LORDS SHOWN BY • "the BRAEMAR" - Unlt 35 w ALL BASEMENT WINDOWS REQUIRE NTS (1) 1 3/4"x JOIST DEPTH LVL HEADER 23'-2 1/2" 14'_1" W/3" BAG. ER. END 17~_2~~ 13'-1~~ r - - - - - - - - - - - - I Q I II i NOTE SEE SHEET S1 - r'~ - - - ~ ~ I I FOR I-JOIST DETAILS I ° ICI o I *;,~,~II = I II ~ r I °II > ~ ~I J _ I ~ - - - J ~.~J" 0 I C\ I I ~CRNTILEVER JOISTS 1 3/4'x9 1/2" LVL i~ I o ~ , Y i ~ J IOVER LVL BERM J CANTIL V m i _ ~ X CO (n N ~ I NO REINF. REQ. ~ HU9 I I i E ER ~ I ~ ~ SECOND FLOOR I m\ I iv iv IUT310, TYP, II 9 1/2" I-JOISTS ~ - 3 15-1/2" I \ II - - - - - tl_. I ~ ~ ~ II ,r------ - - - N THEN 16" O,C. 1/2" I V~ ~ ) 3/"X 3/ X 9 1 2 L ~ , I !V A HJ9 II II I N m II T - - 1 _ _ _ _ _ _ _ _ . _ I r+ II N I 1 3/4 x9 1/2 LVL 19'_7 1/ " I I ~ Sl - - (V 1'-2 I 1 2 ~ P~ I ii li ~ C0 ~ ~ ~ ~ ~ I I 15'-11 1/2" I I ~ IU 310 IU 310 (TY 1 ~ l~~ I , , I ~ ~ N I ~ ~ .56 il. .I~ ~ ~ d- .56 9.5 ~ ~ ~J I \ I I I (2) 1 3/4" x 9 1/2" LVL ~ ~ I II ~ HU9:e_~-tl HU9 > ~ I J II J ~ O I I I ~ I I ~ H I ~ it Ij II ~ ~ rn I ~ I I IUT310 ~ YP: ~ ~ I rn N' I I I 0 8 x-~----- x i` I 8 -11 1/2 ~ (V I \ \ I m m ~ O I ~ ~ (D I I I I ~ I kid I r- - - I I ~ - - I I I ~ I (1~ I~ I ~ I I - - - - ~ ~ RIM BOARD -RIM BOARD I ~ r- T-5 1/2" I ~ -I I 1 H ~ J J I i I ~ J H~9 - HU9 (il 1 3/4" x I ~ m ~ N 9 1/2" LVL- I- \ 9 1/2" LVL r ' ' I I~ H ~ POST DOWN TO iT DOWN TO I ! I ~ - I ~ x I- Q1 SLAB BELOW I _ (n x _RB BELOW ii i ~ a I ~ H 11 I ~ p II I i I m ~ d. 1 ~ \ 2X~ 2X8~S II I d- I ~ ~ m FLU I l i a (U 1 3/4" x b FLUSH II I I I I t-=------------•II ---9 ~./2" LVL N - - N N co 1 I -i- 1F - ~ I 15-4u3/8 HU9 I 310 (TY J - - _ ~ - a ~I 310 (TY J b ~ I I I I I*_____________ -1==-==________-_ rn I I I I I fl 2 x 12 ~r I N I I II I RIDGE BOARD II I (V - - I I SEE SECTIONS _ a _ - - - ' ' - - ' - - N ~ L~______________.~-_-_____-____- !I \ t r n I II - _ _ _ - - ~ I ~ I I II I +I II II I II II I I II I ~ I ~ I I II I I VIII II II II II I ~ I I II I I I I II II II II II II II I I I N I ~~______________~~_________=====1J (III II II II II II II II II II II II I II II II II II ~ I I I II I I !III II II II II I 2x8 CEILING RAFTERS II I I E-III I I I I I I I q~ I I I I I q2) ~1 3/~" x i~ 1~~~~ I I a I BELOW TO MATCH TRUSS I I II I I f l l l I I a I I I L~ I 'L' -SEE SECTIONS ~ ______________~~_-----_-----__1~ ti.!II II II II II I I I I I LVLI I HERDER I ~LU~H I I II II II 11 Il II II I I I I~ II I I ~-III Il II II II I I ~ II I I III II II II 11 I I I II I I =III II II II II I I I I I I I I IUTa10 I (TYRO i t II II II II II II ii I~ ~ tT====----------~k----=-----=-=-1~ III li II II II n II II II II II n I I I I ~ III I II II II ---------------------------~I II ~ III I II II II II II II II II II II I u n II I~I II II II ~ - - I I I I r' III II Il II II u II II II II n II I I RIDGE BOARD TO I I I I I I I I I I I I I GIRDER TRUSS I I 111 I II II u II II a II II II II II II II a II u u ct ~ ~ ~ _ I I FIRST FLOOR I I III I II II II II II II I1 II II Il a ~ ~ O I I I I =III I1 II II II 16° ~ I I I I II II II II II II II II II II II II II II I! !I II II II OUTSIDE FACE ~ ~ I I I I I I II II Il II ~ OF BLOCK ti I I II Il II it II II II pp I I I I ~ I I I I II f I II 1/2 15 1/2 THEN 16 O,C, I I +III I I I I I I I I II fI II II II II II ~ II II II II II II Il ~ ~ ~ I I I I I ._III II II II II ~ OUTSIDE FACE ~ I I I I ( i I i I I I I I I 1 1 I I I I I tl~l I%JI I OF SHEATHING 1/2 OSB RIM BOARD I I, I +III I I I I I I I I ~ II II II II II II II II II II Il I ~II ~ II ~II~ II ~ II ~II~ 11 , I I JOIST LAYOUT ` ` START POINT - - - - - - I 1'-7" lf~ I BEARING WA L ~ 15'-11" 14'_1" L 20t_3~~ 10,_0.. ~ BELOW ~ ~ 2x4 LADDER PANEL FLOOR I 60'-3" I JOISTS I W~ I I oz I 1/2" OSB - I Y OPTIONAL EXTRA OH I I ENLARGED LOFT I I 11 N I the BR.AEMAR - Uni t36 1 ~ ~ NTS ~ ~ ~ \ ~ W. ccrn~ in ci nnn inrr-~-r ~ nvnl I,- I ~ I N - - - - - - - - - - - - - - - - - JL.UUINU F LUUIS JUIO I LM i UU I I CL SCALE 114"=1'-0" (!7 Y OPTIONAL EXTRA c o 2x10 RAFTERS DORMER H SHED DORMER II ISSUE DATE PER SECTION II E 01/02/05 II z REVISIONS; II r - - - r - - - H c~ I`r' I'''mo C II II J II II ~ O II II J 19=-=1~= N II II \ II II ~ I I ~ ° 5/3E ~9===~== II II v LUS28 l i I I m (TYPJ GM I ~ I=1===b==_ ~zs,os II I _N x___11-- II II II "the BRAE MAR - Unl t35 Il ' ' 2x10 RAFTER OVERLAY 2x10 RAFTER OVERLAY 2x6 RAFTERS 2x6 RAFTER (SIMILAR TO DETAIL) (SIMILAR TO DETAIU FILL PER @ 24" o,c, w/ LEG DOWN ~ 24" o,c, w/ LEG DOWN RT 24" O.C. SECTION COLLAR TIES PER DET, COLLAR TIES PER DET. w/2x8 RIDGE 8" O.H, RIDGE BERM w/ ~2~ 2x6 HERDER RAFTER OVERLAY FOR FRONT DORMER 12 3/4" O.H, @ 24~~ o ~ WALL I II I I ~ II 1 14 5/8" HEEL PLATE SEE SECTION A SHEET 5 Q II ~I I I II I~ I II ? I ~ ATTIC DORMER ~ P~R DETAILS ON~ SH, 6 -0~~ it ~ I II O I II I ~ li I I ~ ~ I I m I~ i' i m J 1 ~ I ~I > II ~ I ~ n ii ii u ~ I J II ~I ~ u u ii ~ _ I N I I \ I~ ~ ~ m _ o OOW I ~ ~ II ~ II II II II ~ ~W(~ II I II II ~ m ZU~ 1. ROOF TRUSS DESIGN BASED ON I ~ w/OPTIONAL I I ~ + 8" O.H, I Q I II I PRE-MANUFACTURED ROOF TRUSSES DORMER I II ~ ~ ~ HQ~ I 0) I BY OTHERS, - _ _ _ _ _ _ _ _ I N -x- I ~ - II d~ N RLL HANGERS BY SIMPSON STRONG-TIE - - - - - - ~ , ~ N i 2x6 LEDGER RT WALL ~ FASTEN (6l 16d NAILS RT 6" O.C, UNLESS NOTED (ATTACHMENTS TO I II m BE PER 1 MANUFACTURER'S SPECIFICATIONS) I _ ~ _ 3, I-JOIST RAFTER DESIGN BASED ON LPI I Ir 2x6 RAFTER o AS REQUIRED 20PLU5 (1.5E) I-JOISTS BY LOU I I ISIANA 1 ~ _ _ _ PACIFIC, UNLESS NOTED. E - - - I N Il ~ II 4, DESIGN LORDS 1 ~ ~t I II I ~ ~ I . I-JOIST RRFTERS~ I o ~ ~ HIPS m 15 PSF DEAD LOAD I I II I ~ II ~ ~ SETT u 25 PSF LIVE LORD I I u I~ ~ I _ - - _ _ - _ - ~ 24, YP, ~ o B, ROOF TRUSSES i i I ~ I I I I O II I H 4/ 20 PSF TOP CHORD LIVE LOAD ~ w ~ ~ 2x4 NAILER II I o u 10 P5F TOP CHORD DEAD LORD I ~ AT WALL 1 ~ I 10 PSF BOTTOM CHORD LIVE LORD I II i~ - - ~5 GIRDER TRUSS i N ~I 5 PSF BOTTOM CHORD DEAD LOAD I II I II 5, HOLD DOWNS ~ I II I i R, ALL ROOF TRU _ _ _ _ _ _ _ _ _ _ ° B SSES AND RAFTERS RRE I _ _ _ _ _ I ~ 2x6 RAFTER - 2x4 GABLE FILL ----------~I------- I I TO BE CONNECTED TO DOUBLE TOP - - - - - - - - _ - - I-- - - - _ ~ ° OVERLAY G4 WITH RAFTER ~ ° w/2x8 RIDGE I I I II 1 - PLRTE WITH A MIN. OF (1) H2.5A 1 - - - - - - - - - - - n u I I _ i _ _ ii _ _ _ _ - _ i OVERLAY L~ BY SIMPSON OR EQUAL, UNLESS I II NOTED OTHERWISE, I II I I I I n I II B, GIRDER TRUSSES RRE T I I I I I u II 0 HAVE HOLD z I ~ ~ o DOWNS TO RESIST THE REQUIRED I ' ~ I ~ I I UPLIFT FORCES R5 SHOWN ON TRUSS - - ~ - - - - _ _ - - - _ _ _ MANUFACTURER'S DRAWINGS. 00 - - - - - - - - - - - - - - - - - - _ _ _ _ - _ _ _ - - _ i , ~2 II II - - - - - - _ - - - - - . ~ = IL - _ I I II I ~ - - 1 - f - I I I I II D i i I II II I I i I I " I II II I 1 d' I II I I I I I II ---------I-i-- I _ _ I t II II II 1 - -t - - t-I I I II I II 1/2" IRE ETRR NT T EATE I II ~ II I(Ijn 1 l II - _ _ _ _ - - - _ _ _ _ I ~ PLY OD 4 0" (H ZJ T ~ I I I I I ~ EAC ~ I I i I II II I I ~ SIDE OF FI E SE ARAT N WR L ~ II I ~ ~i Y i I~ ~ 2x10 RAFTER OVERLAY I I Il I ~ I I ND P NETR TIONS THIS RER ~ I i II ~ i u u i i ~i ~ o ~ (24MI~RR ~ ~ GT DAWN I ~ I II ~ ~ I I I I I II I I I~ WO i II ~ ~ ii ~ ~ i ~ `d. COLLAR TIES PER DET, 1 I II H I I ~ ~ I I i ~ ~ ~i i m p I I1 I ~ H N ~ I C7 r+ I J I I K1 II , I I I I I R I I Il I I II I I ~ I I 2r I I I II ~ 2x6 RAFTER i C Q I I W/. ~ OVERLAY G ~ w/ x8 RIDGE 3 I ~ HUS26 I I I I ' ~ TYP, ~ _ ~i ' I ~4 i II II 1 I i t I 8" O.H, i t i _ i - I I I = I li II ~ 'I ~ G5 GIRDER TRUSS i = I II II _ li ~ ~ i i ~ 11 ~ II N ~ ~ ~ ~ ~ m 2x4 NAILER I I m 1 II 2-PLY GIRDER TRUSS I I I N II m AT WALL I I' FOR WALL ABOV I I ~ I I I E ~I ~ HIP ~ N I E SETT 5 3/4" HEEL PLATE I 8" O,H, i , SEE PORCH SECTION I I = I ON SHEET 1 00 I O i I ~ 2x6 RAFTER PONS' WALL FILL ~ I ~ I 1 12 _ ABOWE L o f I I LEG RRFTER5 GIRDER TRUSS I ~ I H RS REQUIRED a r - ~ II II 10 DOWN TO BAG, - I ' ~ ~ II I , _ W ---I~-_ ii ii OW 2x10 RAFT i I I ERS "o o ~ ~ 4" O.C. 12 ' ' I, I If I II II II ~ ~ ZU~ ~-+QO~C I~ 4'-0" 10 8" o.H, 2x6 coLLAR 10 1/4'• TIES (TYPJ 11 1/4 DEMISING WALL TAIL PER SHEET 6 10 1/4 2x6 LEDGER AT WALL ATTIC DORMER PER (2l 2x6 HEADER J FASTEN w/(6) 16d DETAILS ON SHEET 6 FOR FRONT W SEALED ihUSS DRAWINGS WIIH ENGINEE;~1Nr 1~3 NAILS AT 16" O.C. DORMER WALL 8E ON•SIIE ?R(Oi21~) INSPECTION, 14'-10° 6'-2" O ~ ~ D "the BRAE ~ ~ O O MAR -Unit 36 N Q R00~ TRUSS ~AY~~~T !-~!o w O SCALE 1/4"=1'-0" n~ 0 G2 N ~ ISSUE DATE; ~3 ~ 01/02/05 o = REVISIONS; N H o ~ (V O ~5 O ~5 N 12 12 iz 12 10 g 10 1012 N E ° 5/36 8 12 12 - GM N 12 ~ _ _ _ 6/26/I~i C 10 B R 1 W ~ 11 v4" 0 J G 11 1/4" _ 6 1/2" 11 1/4" 11 1/4° TAIL 101/4" TAIL ~ ~E 6 1/2" TAIL 10 1/4 10 1/4 TRIL 5„ TAIL TAIL 5~~ u~ o PROVIDE (1l GIRDER TRUSS PROVIDE (2) GIRDER TRUSS PROVIDE (21 GIRDER TRUSS 30'-4" FRONT 11 1/4" 4'-5 5/8" 4~_ 6~_2~~ REAR 14'-8" 14 10 1 10 TAIL REAR TAIL TAIL W NOTE GIRDER TRUSS 'R' b 'B' ON (1l TRUSS "G5" J TRUSS "G5" ONLY FRONT TAIL ON BOTTOM CHORD TO BE (2)2x6 MIN, TRUSS "G5" ONLY Q 0 12 10 H 12 11 1/4" w TAIL 101/4" s 10 in 20'-4" 11 1/4" 12 TAIL 10 1/4" 10 m I J 17'-3" NOTCH TRUSS w 1r FOR 2x6 LEDGER = 12 N ~ 10 O 11/2" 11'-10 1/2" 11 1/4" 12'-0" TRIL REAR FRONT 11 1/4" 5~~ TAIL N 12 ~n 11/2" 12'-11 1/2" 8 NOTCH FOR 13'-1" cx6 LEDGER ~1 V 12 8 Q a Q LET TRUSS i~ TAIL INTO WALL ~ ~ ~ ~ LET TRUSS m INTO WALL a 11,_2° P 12 TAIL ~ 11-5 1/2 Y OPTIONAL EXTRA ~ ~ m TRUSS HELD BACK ~S /2" FOR SHEATHING DORMER ~ 1 i K1 11'-2" ~ ~ ~ O REMOVE TAIL K i i ~ i FOR TRUSS K1 11'-5 1/2" i i TRUSS OVERLAP ~ m W/ TRUSS "J" 6 1/2" TRUSS HELD BRCK ~ ~ 5 1/2" ~ 5„ TAIL 1/2" FOR SHEATHING 12 12 TRUSS OVERLRP $ W/ TRUSS "K" 8 15'-11 1/2" 0 6 1/2" 00 TRIL o0 4 5/8" 5" m m © 12 ~ 10 23'-3 1/2" 1~_4~, 12 TAIL 6 1/2" 8 1~_5~~ ~ ~ TAIL 12 rn 7 3/4" LET TRUSS 5 1/2" ~ INTO WALL 5 1/2° 20'-8" 6" 6" ~ 16'-0" ~ N i~ TAIL 21'-1 1/2" O ~ m TRUSS SHORTENED 1/2" FOR SHEATHG. 3 1/2" 13'-4 1/2" °0 13•_8.. S PROFILES W TAUS W N TRUSS HELD BACK SCALE 1/4"=1'-0" _ ~ 1/2" FOR SHEATHING 0 i a 1 U c ISSUE DATE: E 01/02/05 2 REVISION5~ 3/4" OSB OR PLYWOOD WEB H (2) 2X4 STUDS CONNECT RAFTER TO AT EACH I-JOIST STUDS WITH (2) 10d STIFFENER NAILED TO I-JOIST ~ RAFTER. (2) 10d BOX NAILS, ONE TOP OF RAFTER WEB WITH (3) 8d NAILS ~ TO BE CONTINUOUSLY (STIFFENER ON ONE SIDE OF o NAILS (TOENRILED) EACH SIDE SHEATHED, I-JOIST RAFTER), LEAVE R N EACH STUD TO PLATE, RAFTER R PER PLAN RAFTER MINIMUM GRP OF 1/8" BETWEEN ° 5 / 3 6 (6) 8d NAILS (6) 16d BOX NAILS IILS PER PLAN TOE ~ JOIST FLANGE ER RND NUOUS 2X4 ~ CONTI GM PLATE, FASTEN TO OSB WEB FILLER g„ 2x8 BLOCKING 6/26~~ ) 10d NAILS (2) 10d NAILS OSB WEB FIl BERM WITH (2) (2 NE ER, SIDE ONE EACH SIDE 24" LONG 24 LONG PANEL STAGGER 16d NAILS AT O 24" ON CENTER 1" OSB x 24" 1 1/2" BETWEEN ~N'~' WEB FILLER ~ ~ ROOF ° o RAFTERS FOR NAILING CEILING I-JOIST TRUSS JOI5T5 PER RAFTER SEE PLAN PLAN PER PLAN DO NOT CUT PAST IN5IDE V FACE OF BEARING, "BIRDS MOUTH" BOTTOM I-JOIST ROOF TRUSS RAFTER RAFTER CUT RT WALL TOP PLATE. WEB FILLER PER PLAN CONNECT TO ATTACH RAFTER TO TOP WEg TRUSS w/(6) 2x6 LEDGER. RTTR EDGER. ATTACHED TO WALL BY OTHERS PLATE WITH SIMP50N W 2x6 LEDGER ATTACHED ~ ILLER 8d BOX NAILS DGE BEAM w/C4) 16d F I-JOIST RAFTER RIDGE BERM W/ (4 TO RI BERM W/ (4l 16d BOX H2,5R RND ONE 10d BOX OX NAILS AT 12" O.C. PER PLANS (TYP) NAILS ~ 12" ON _S ~ 12" ON CENTER, NAIL EACH SIDE, T TO ROOF B CONNEC USS ~ R II TR LVL BEAM RIDGE BEAM TRUSS WITH PLAN NRILS PER PER PLAN (6) $d BOX Q (2) 2X4 - 2 :TAIL 3 BIRDS MOUTH gl NT5 51 CUT RAFTER DETAIL 4 0 1 NTS NTS S1 NTS S1 L I-JOIST 10d NAIL TO I-JOIST TOP CHORD OF PER PLAN WEB STIFFENER, MINIr• FENER, MINIMUM I-JOIST. 1/$" GAP, 3/4 OSB, BOTH SIDES BOTH SIDES OF I-JOIST, WITH (3) 8d P FROM EACH FACE, WITH (3) 8d NAILS 2X4 SQUASH 'H FACE, BLOCKS, 1/16" (DO NOT USE lx MATEF JSE lx MATERIRU 10d TOE-NAIL ~ TALLER THAN TO PLATE I-JOIST DEPTH, 3/4" OSB (OR EQUAL) 4'-0" LONG BOTH SIDES OF I-JOIST UP TO 2'-0° 2'-0" MIN, WALL TOP ?.~-I-JOIST PER PLAN ~ ENER ONLY REQUIRED WEB STIFF PLATE, WHERE INDICATED ON PLANS - BLOCKING ~TRIL ~ SQUASH BLOCK DETAIL 8 ~ NTS S1 NT5 S1 P~ WALL/PLATE BELOW ~d T BLOCKING IS REOUIRED ¦ FULL DEPTH I-JOIS RT EVERY OTHER JOIST SPACE WHEN I-JOISTS END AT SUPPORT; EITHER BUTTING OR LAPPING, 14'-10 1/16" ATTACH OSB TO TOP ~ FULL DEPTH I-JOIST BLOCKING I5 REQUIRED 10'-6" AND BOTTOM CHORD OF RT INTERIOR SUPPORT IF THERE IS A BEARING I-JOIST W/ 8d NAILS WALL ABOVE, RND NO OTHER SUPPORT IS SPECIFIED, AT 6" ON CENTER. 6 5 Q NTS S1 S1 2x6 STUDS NTS @ 16" O.C, HEADER PER PLAN (TYP) HERDER PER PLAN (TYPI (3) 2x6 KING (3l 2x6 KING 6 o,c, RN STUDS HANGER PER PL STUDS a 1/8" a 9P minimu (V 0 (1) 2x6 KING o a 0 o STUD O i 0 0 i N O O 0 0 0 0 OD Q 0 0 Q (D Fi1{er Block m "I ~ v " LONG FILLER BLOCKS AT CONNECT DOUBLE I-JOISTS USING 4 0 H SUPPORT AND AT 8'-0" ON CENTER. EAC PECIFICATIONS) K TO BE PER MANUFACTURER'S S (FILLER BLOC LOADS. " OCKS RT RLL CONCENTRATED N PROVIDE 4 0 FILLER BL ~ LLER BLOCKS ON LOAD, BACKER BLOCK OSB THICKNESS CENTER FI ) WS OF "'FLUSH" OUT WEB BY 12" LONG. FILLER RS REQUIRED H I-JOIST WEBS USING (2 RO TO ~ ~FRSTEN FILLERS THROUG d NAILS. PER DOUBLE I-JOIST OD 8d NAILS STAGGERED AT 6 ON CENTER, ATTACH WTH (10) 10 w DETAIL ~ J (D CLINCH NAILS WHEN POSSIBLE, W OR SHEATHING TO BE GLUED RND NAILED TO EACH I-JOIST, FLO O O 10 9 S1 S1 NTS NTS d TR FOYER WALL FRAMING DETAIL ~ W SCALE; 3/8"=1'-0" W ~ o SCALE 3/8"=1'-0" 0 Z~ N 4 +L 0 a i 1 U ~ o H ~t11~ ISSUE DATE ~ 01/02/05 = REVISIONS, H r t ~ u, o 0 N NATIONAL CONCRETE MASONRY ASSOCIATION R ~ ° 5/36 Y e ~ 4 RECOMMENDATIONS DESIGN LOADS BASED ON EQUIVILRNT FLUID LATERAL SOIL PRESSURE OF 60 pcf ~ 1 1 REINFORCING STEEL GRADE 60 626/I/fJ s 2000 psi GROUT TYPE M OR S MORTAR A II _ 7/16" O.S.B. W/ CLIPS ~ 24" O.C. PROVIDE 2x6 WALL RT GARAGE IF POINT LORD RBV. 1x8 FASCIA OVER pi c 1x6 SUB-FASCIA IF JOISTS PARALLEL TO MASONRY PROVIDE (2) 1 3/4 X11 7/8 LVL ALUM ~ ,D GUTTER E ~ OUTRRIGGER ~ PT, LOADS • ~ CANTILEVER FRAMING OVER ';a, FOUNDATION 1" 3/8" PLYW'D 2x2 'a 0 STONE PLINTH SOFFIT 2x8 MUD SILL lx FRIEZE EAVE DETAIL ~ SCALE 3/4"=1'-0" WOOD BASE SCALE; 1/2"=1'-0" INSULATION @ RING JOISTS (TYPJ FIBERGLAS® DRAINAGE ~ INSUL. BOARD 2x4-16" O.C. EXT, FND, STUD WALL SEE ELEVATIONS , Q WATERPROOFING FOR SIDING INSULATION ` . MEMBRANE TYPE PER SPECS BRCKFILL~ ~ VAPOR BARRIER ~Jd , 3/4" TAG PLYWOOD 1/2"' SHEATHING (GLUE & NAILI ' N # 8 KEBABS ~ 48 O.C. MAX 1 ' 'GRAV~L • 8 CONC, BLOCK ~ GROUTED SOLID, • .;7 W/1 1/2" DRAINS ~ THRU WEEP HOLES 8 CONC. BLOCK A~ co ANCHOR STRAPS .L•, . 6 0 O.C. MIN, \ PER MANE. JOIST . N SPECS, SEE WATER TABLE YY FILL CORE W/CONCRETE, DETAIL THIS SHEET INTERIOR POURED WITHIN 2 OF TOP OF FOUNDATION WALL ALL SOLID BLO KING CONC. FTG. X16" O.C. I JOISTS ,L FRAMING OVER I CANTILEVER PARALLEL TO WALL - - SCALE; N.T.S. FOUNDATION 1" 2x8 MUD SILL W/ 1/2" FIBERGLASS SILL SEALER W OD CAP SCRLE~ 3/8"=1'-0" ISO STONE PLINTH 6 SET BACK 4'-0" INSULAT ON BATT Q IF JOISTS PARALLEL TO MASONRY PROVIDE (2l 1 3/4"X11 7?8" LVL REINFORCEM NT 0 0 CROWN OUTRRIGGER ~ PT. LOADS PER DETAIL MOLDING c~ ~z 2x10 MUD SILL = °o z ~ W/1/2" FIBERGL. R-13 BATT, INSUL. ~ o w in SILL SEALER m w o VAPOR BARRIER FND. INSUL. & a WATERPROOFING R-13 GATT ~ Q = INSULATION R-13 BATT, ~ ~ c~ SEE DETAIL ~ INSUL, ~ o ~ TOP OF C( JOIST 4" CONC. JOIST -TOP OF COURSE 13 THIS SHEET WITHOUT SLAB OVER 4" „ _ 2x10 MUD SILL GRAVEL BASE BRICK ~ 13 CRS. BASEMENT O SCALE 3/8 - 1-0 (OPT./EXTRA) W/ 1/2" FIBERGLA ~ 6 MIL V.B. 8" CONC, WEATHER 8 CONC. SS BLOCK WEATHER LIP ~QIE~ BLOCK SILL SEALER • . ~ , IF 13 COURSE BRSEMENL BASEMENT PORTION OF THE FOUNDATION Q ANCHORS PER ANCHORS PER MRNF. SPECS. i ' ~ r- 8'~ CONC, BLOCK EXTENDS 8" FURTHER BELOW GARDE. MANF, SPECS. ~ 12" BLOCK ~ ADJUST FOOTING DEPTHS RND R-1 AT R-11 BATT 4 i 1 B T LUGGED OUT INSUL. SLF 4" GARAGE CONCRETE BLOCK COURSES ACCORDINGLY, SLAB OVER 4" n~ INSULATION TO SUPPORT ' GRF GRAVEL BASE U - SLAB ~ 6 ~ 6 MIL V,B, WEEP HOLES ~ 16" O.C. N 16„x8" 4 8 CONC. ° • 16"x8" CONC, SLAB FOOTING ° 16"x8" ' ° ° , m , , m , , , CEM. COVE . ,o 'o 'o 'o CON ~ FOOTING 6, ~ C VAPOR BARRIER VAPOR BARRIER 1 16"x8" CONC, ~ ~ , ~ ~ ~ 0~ OVER 4 GRAVEL FOOTING OVER 4' FOOTING 'a P °o p 'o W BASE GRAVEL BASE ~ ~ ~ 4~~ GRAVEL O .o:'• .o: BASE ~ ~ R T I O N C 3" DIA, PERF, E D 0 0 ~ PLASTIC DRAIN TILE FELT FLASHING o SCALE; 1/2"=1'-0" '"=1'-°" WR~~ SECTIONS -BASEMENT R~ERS cn ~ SCALE 3/8" = 1'-0" RL ; " N SC E 1/2 1 0 SCALE 1/2 1 0 SCALE 3/4"=1'-0" 0 0 F-I o m W~ N W~ =W 0 Q m REV. T12 UE DATE 3/4" T6G FLOOR SHEATHING REVISIONS: (NAILED AND GLUED) 1/2" 5HEATHING TYP. I 1/$" OSB RIM BOARD, D®~ ATTACH TO MUD SILL WITH ~11~.IE pSB RIM BOARD, AN 10d NRIL5 ~ 6" TOE-NAILED JOIST PER PLAN ~ ~T ~~~-9~® 1 1 JOIST PER PL MUD SILL WITH OUTSIDE FACE. ~~9~ ATTACH TO GHT TO RIM BD. FROM ~ 6 TOE-NAILED TI 4/4/06 lOd NRIL5 AL NOTES THIS 5HEET FROM OUTSIDE FACE. ANCHOR - IST BLOCKING *SEE STRUCTUR FOUNDATION FULL DEPTH I JO 3-104 NAILS PER GIST PER SCHEDULE, 24" O.C, TIGHT TO RIM JOIST E-NAILED, TYP, ® NT JOIST,GLUE & NAIL RE = 45PCF TO RND ADJACE TO PLYWOOD SUBFLOOR W/6 OUIVALENT FLUID PRE55U SOIL E T SIZE N TYPICAL NAILS. ~ REINFORCEME MAXIMUM COMMON ~ t o HT i~ SPACING, C/C UNBALANCED TYPICAL GRADE ~ WRLL NEIG T DE ~ HIGGH GRA t! (a0F COURSES) a8 ag alp all FILL r 9 1 PER cA, BLOCKING. ' y 41~~'N „ 72" 5'-7" 3-lOd NAILS '-4 72" ANCHOR n ~P ~ ~ 72" 72" FOUNDATION ~f~ OF 0 cr T- E5~ " TO TOE-NRILE~, Tl'~ 6'-3" PE ~ t fI1 LOURS R SCHEDULE, 5 ~ a'-o" ~2° 72° 72" ~2 ,TYP, OF REINF. REINF, PER SUnEDULE ~ ~ f12 COURSES) WATERPROOFING R CK) ~ Ci~l~.N ` (NO B I GROUT SOLID. ~ 1 Lo " o E t3Fill~.~~ ° o° 72" 6'-11 64,E ?2" 72" '0 m C) ° F- m Ch1ANNFELL w (i3 COURSE51 C CONC, CMU ~ ~ } Ct1ANtdEI.L , ~ ;v,~ ~C•3f,071 ~ 5 TO WATERPROOFING OF REINF. REDUCE ~F ~ (NO BRICK) REINF. PER 5C ~1 ~,GtgT~, ~ GROUT SOLID, SEE 5ECTION 2 ~S , UID PRE55URE = 60PCF FOR ADDITIONAL ~ SOIL EQUIVALENT FL . NFORCEMENT SIZE MUM FILTER MEMBRANE INFORAMTION REI ~C MAXI $ CONC, CMU ~aY 1 ~ WALL HEIGHT 6 SPACING, C UNBALANCED (a0F COURSES) a ag a10 all FILL HEIGHT e 24" MIN, GRAVEL OR 5'-7" D FOUND, INTER( MAX, "=1'-0" T~.4 72" 72 72 AROUN WEEP HOLES >~16 O.C. 3l4 ill COURSES) 72 6'-3" ~ a N g~.p~~ 55„ ~2„ 72 72 ° (12 COURSES) o • , . BRICK 72° 6-11 • . F=0'-0 3 1/2" CONC, V NEER 8'-8° 48" 5S 72" THRU-WALL < o ~ ~ SLAB E a3 couR5E5~ WEEP TUBES ~ o n • , RT 48" 0/C ' ' , ~ ; ' ~ ' . ~ ' ' ' ARD, 5T P'ER PLAN $"x16" ~ ° ' . ' ~ e , ° - 1 1/8 OSB RIM B4 ~ COI CONT, o , ~ , ATTACH TO MUD SILL WITH CONC. FOOTING b : , , , ,,o , , , a o 6" T OE-NAILED • 10d NAILS ~ ~ ' ' " AVEL FACE. ~~°9®~~~. ~p-$~®~.DL ~ 4 GR FROM OUTSIDE l~~®A~0®~1 A~6 , ..o'.'" ^ ~ .o', BASE D.C. „ "PTH I-~CIST B'~OCKING ~ 24" O.C. 2X6 5ILL PLATE TO 5 1/2 TO ~ FULL Dc T RIM JOIST AND ADJACENT JOIST. KIST. a ON WRLL TED SOIL F, TINT , U D SOIL EQUIVALENT FOUNDATI COMPAC 1 0 OF REIN 'AIL TO PLYWOOD SUBFLOOR W/6-6d ~J/6-6d FLUID PRESSURE ATTACHMENT 4 HIGH AROUND N (TYP, ~ BRICK) GLUE & N C0~"~1~~ON NAILS FOOTING TYP, MI R. 3-10d NAILS PER ER. BLOCK( , " ANCHOR BOLT ®48" O.C. 1/2 DI STANCE AND 5" MIN, EMBED) CONT. 3" DIA, PLASTIC f4' EDGE DI TOE-NAILED, TYP. 45 PCF CR OC PERF. DRAIN TILE „=1,_~„ MPSON MASB DR MA815 ®24 UMP 3/4 TYPICAL SI TO S 4" CMU GARDE 1 1/$" 05B RIM BOARD, UNOATION ANCHOR 0 MUD SILL WITH "CMU FO „ ATTACH T 8 PER SCHEDULE, " ANCHOR B01.T s2 o.c, lOd NAILS ~ 6 TOE-NAILED CTION 2 1/2 DIA, ND 5" MIN, EMBEDJ ACE. SEE SE fa EDGE DISTANCE A FROM OUT5IDE F REINF. PER SCHEDULE FOR ADDITIONAL 60 PCF pR MASB OR MAB15 ®16" O.C. BRICK GROUT SOLID, INFORAMTION , SIMPSON VENEER NRY FOUNDATION WALL HEIGHT = B'-6" MAXIMUM MRSO BACKFILL HEIGHT - 6-11 MAXIMUM UNBALANCED ABLE WITHIN DUBLIN JOIST PER PLAN 5IMR50N MASB NOT ACCEPT ROUT COLLRR RIM BD, ¢"=1'-0" G TIGHT TO 3/ JOINT SOLID 3/4" T&G FLOOR SHEATHING 3HEATHING 0 1/2" SHEATHING, TYP, 5 1/2 T ~ WAILED RND GLUED) _D) '~°"~T~?`-S OF REINF, 3-lOd NAILS PER JOIST D, TYP, 1 1/$" pSB RIM BOARD, INCS. sHOU+_D DISCREPENCIES (TYP, ~ BRICK) TOE-NAILE CH 70 MUD SILL WITH RRI.; D TO AUGMENT THE DESIGN DRAW ~.L GOVE,RN. ATTA Z ~ THE woTES, THE STRICTEST PRDVtsIDNDS 10d NRIL5 ~ 6" TOE-NRILE Jp15~( PER PLAN THE STRiJCTURAL NOTES ARE INTENDS ON ONE ANID TWO STORY ~ EXIST BETWEEN THE~DYRRNIINTGFOUNORTION WRLL DESIGN HEREWFOUNO TBONEWRLLS. 4 CMU 0 THE CONCRETE MRSO pISTRTSUTEO ALONG S ENGINEER FROM OUTSIDE FACE' TIGHT' TD RIM BD. 2. RESIDENTIAL CONSTRUCII BETWEENLSI~TE CONNDITIONS RND ASSUMED DESIGN CONDITION ANCHOR 3, SHOULD CO'IF'LICTS RRIR OR TO PROGRESSING WITH WORK. LICABLE 5RFETY CODES AND FOUNDATION SHRLL B€; NOTIFIED P I PER SCHEDULE, 50LF1Y THE CONTRRCTDR'S RESPONSIBiLITTION,FWLOW RLL TD HOLD 5ILL PLATE ST a. IT Is TYPICAL EGULRiIOJS WRING RLL PHASES GF CON9FRUUJCG RLL DIMENSIONS AND CONDITIONS RELRTING HEDULE 3.10d NAILS PER R OIST Q 'P. R CONTRRCTOR IS RESPONSIBLE FOR VE RVICE ON THE SITE. pRAWINGS GRADE REINF' PER 5C OUT 'I/$ 5. ~ RUCTION RNO EXISTING SE WITH THE ARCHITECTURAL TOE-NAILED. TYP' ExISTING'.DNST GROUT SOLID. H CONTACTOR SHALL VERIFY RLL PERTINENT DIMENSIONS HEAVY DUTY THIN BRICK APPLIED 6. T E CMU PRIOR TO PROCEEDING WITH THE WORK. F NAILS, /4 T6G PLYWOOD SUBFLOOR GLUED RND NAIL EU10 ~ 12" O.C. R DESIGN BASED oN s TION 2 TYPICAL NSTRL>CTTON ROHESIVEi 51RPLE5 RRE NOT RCCEPIRBLE IN co SEE SEC „ NG FDR e° cMU oR Rs s++owN oN oR'.aWlNCS, R ADDITIONAL GRADE FOOTINGS; r0 ~ CpNTINU0U5 B"X16 CONCRETE FOOT( VE 5TRENGTH OF f'c=2500 PSI. (ASSUMED FO 1. FOOTINGS :2ooD P5F1. INFORAMTION CONCRETE SHALL HAVE R MINIMUM 2a•DRFbCOMPRESSI u. ALLOWABLE SOIL BEARING PRESSURE D FOUNDATION ANCHOR Y. ACI HEDULE. ANCHOR LE. MRSONRSONRY IATERIRL`~' PER 5C 1. ~ TON RND MRTERIRLS SHALL CONFORM TD REWIREMENTS OF TYP, p, MAONRY CONST6R99 (SPECIFICATIONS FOR MASONRY STRUCTURES,ASTM C90 ,TYPE 1 • RIM JOIST, WATERPROOFING' 53.1-99/ASCEOLID LOBO BEARING CONCRETE MASONRY 'UNIT 1 3/4~'=1~'Q" I-JOIST B. Ha-°W RN° S ATTACH TO MUD SILL NRMRL WEIGHT, MINIMUM COMPRESSIVE 5 PRT ERN,19~ P5 II C, CN UNI75 10 BE LAYEO IN RUNNING BOND WITH lOd NAILS 6 , 5° TG C z 8 a MaRT~~ < TOE-NAILED, A, R,M C210 TYPE 5. Y VOLUME) LIt1~E, OF REINF' B, R60wRB1-E FIELD MIXES. IB MEtyT, OVER 1/4 TO 1/2 PART HYDRATED MATERIALS. „ (ND BRICK) cE T Tlous REINF, PER SCHEDUL U1ENT-LIME~ 1 PART PORTLAND NT (TYPE N1~ 1 1/8 OSB RIM BOARD, SCHEDULE 0 [E 0. M CD TO 3 TIMES THE SUM OF THE SEPRRRTE Va-AUM~ES pCEMEEN I GROUT SOLID, ;ND = 2 1/a ATTACH TO MUD SILL WITH pSONRY CEMENT; 1/2 PART PORTLAND THEESEPRRRTE VOLUMES OF CEMENTITIOLS MATERIALS, AND , 2 t/a To 3 TIMES THE suM of lOd NRIL5 ~ 6" TOE-NAILED JOIST PER PLAN T R MEMBRANE g• CWT' MUM 28-DAY COMPRESSIVE 5TRENGTH 2000 PSG TO BE GROUTED 50LI0 OR 50LID UTSIDE FACE, FIL E A, A(M C446, MINI " ,PILASTER, RND POINT LOAD LOCATIONS FROM O S° CONC. CMU g, pCK RT BFAM BEARI G U .OCK FOR 2 CWRSES BELOW BEARING. CHANICAL VIBRATION, RT TIME OF PLACEMENT SO AS TO FILL ALL VOICR PND INTERST[ C, NSOLIORTE GRROUT LIFTS OF 12" OR LESS BY MEANS Cf PUODI-ING D HOLD SILL PLATE R G HANICRI. v1BRAnoN Arvo RECONSDLTDRTE TH I-JOIST BLOCKING ~ 24 0. , 24" MIN, GRAVEL mSa..IaarE FULL DEP IDATE GROUT LIFTS EXCEEDING 12" BY MEANS ~URREO, RND ADJACENT JOIST' INTERIOR )N~' WATER L055 RND SETTLEMENT NAS OCC MENL 1110 PRR1 HYDRATED OUT 7/ AROUND FOUND. _S 16" 0. C. TER mITIAL RRT PORTLAND cE TIGHT TO RIM JOIST R W/6-6d WEEP HOLES 16" O.C. IEPTABLE GRWT FIELD MIX; (BY VOLUME( l P VCLUMES OF THE CEMENTITI0~J5 MRTERIRLS, PPLIED NAIL TO PLYWOOD SUBFLOO D ME. SAND = 2 1!4 TO 3 TIMES THE SUM OF THE THIN BRICK A GLUE BE BETWEEN a° To 10"• COMMON NRIL5. ~ • : ° ' N UMP TO J 4. STEEL :NF~CEMENT BRR617EOGR OEN60~ p.} RT THE MAXIMUM SPACING TYPICAL . ~ ' ' ~ a . ~ Rsis, Rs1s, sHRLL e~G 5 PER EA. BLOCKING F=0'-0" ~ 3 1/2" 4 3 1/2" CONC. Q J SLRB ~ P Y R' TM VERTICAL REINFORCEMENT BARS A3 SHOWN, BARS GRADE 6-lOd NAIL TNRU-WRLL ' . aCE L CORNS ' ` v . ' ~ a Ln SLAB \ B rowN FROM ALL F1A.L HEIGHT MASONRY wRL TOE-NAILED, TYP. WEEP TUBES o o,° ~ ~ D.) R80VE ToP of FooTmc ~ RT 48" 0/C ' ' ~ ~ K FILU MATERIAL (WASHED a 5? STONE ORE OUNDATION ANCHOR ~ ~ ~ ' BAC RAVEL F ~ ~ V~0 OF FREE DRAINING G ~ , u ' ° 1. PRO XCRVRTION. KFILL MATERIAL ABOVE. LE, X16 H E c HEDU T $ TDTH of T E T RzFL RND s8 PER SC CON , Y TN NING MR E R E OF , B DRAI S F E ° ' • a ~ , ° ' ~ • 2. PROVICILTER FABRIC BETWEEN THE FREE HALL YIELD R SOIL S~ TD ~ ONC, FOOTING ' OF FOOTING TO FINISHED GRRGE MAY BE ANY NAYPE SOIL WHICH I " A90VE TOP KFILL SDiL y C ° o 20 ZE. BRC NR ° ' ~ ~ S, gRCKF IL ANO ROCKS OVER 6" IN SI SED FOR DESIGN OF THE MASO NF R 5CHEDULE TcPSO uRE a REI F, PE ° ' i pEBR'_ORGANIC THAN OR EWRI. TO THE PRESS Or REIN D PRE55URE LESS 4" GRA EOUI~NT FLUI N, BRACES ARE TO REMAIN WO BRICK) GROUT SOLID, RATIO ~ 00 P044;' GRAVEL WALL WALLS TO BE PROPERLY BRACED PRIOR TO BACKFILLING OPE R D1RP11RAGM RRE IN PLACE RIND THE MASONRY ,p','~'''~ .o•~ BASE a. FourxoN $ CONC. CMU ASE IN P£ UNTIL SUCH TIME THAT THE FARMING RND FL00 WALL BRACED PER PLAN, l,.f ATERPROOFING " COMPACTED SOIL 1'-0" W W000 FRAI;• TO BE ENGINEERED I-JOI5T _ NNECTIONS TO BE PER JOIST MEMBERS RWISE TOE NAILED CO 4° HIGH AROUND ~.1.~ 1. FLO MIN, 2. NAIRRE BOX TYPE (0131 DIRJ UNLESS NOTED OTHE SEE SECTION 2 FOOTING, TYP, 200fSPA NOS REQUIREMENTS, FOR ADDITIONAL FWNOATIONCHORSt HEWLE ABOVE.fSTRINLESS STEEL OR G165 GALVANIZED IF USED WITH INFORRMTION I co R ~ INSTALL PER SC CONT, 3" DIA, PLASTIC i. MpRURE TRER ED LUMBER) DR 1!r' PROVE TDP of PERF, DRAIN TILE 7H 5" EMBED, GROUT SOLID. A.B TO PROJECT 2 Ig,TAINLE55 STEEL OR 3/4 1 2. AN(°. BOLTS 1/T BEMEBAR (LIOR J). HEX HEAD, OR PLATE HERD ARE ACCEPTABLE ~OAaIOq nEOLIF USED WITH PRESSURE TREATED CI T - OF DUBLIN Mvision of Building Standards • 5800 Shier-Rings Rold • Dublin, Ohio 4301E Phone: (614) 410-4670 • inspection Line: (614) 410-4680 Revision Application ED 3(0 9/p Revision Fee $ DECEIVED AUG 0 4 2006 Application Number 0& BUILDING DIVISION Address G, 7d a G©~,~~,~~~; ~ Dw,~~ Reason for Revisions **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name Contact Phone Number 1,1y "-gg3/ For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Infonnation updated 8-23-04 l!d 06/08/04 1116 - - PROVIDE 2x6 WALL AT GARAGE IF POINT LORD RBV. HI ]~1WlS~tly~ ~ n IF JOISTS • m ISSUE DATE. PARALLEL TO MASONRY PROVIDE E ` 01•/02/05 (2l 1 3/4"X11 7/8" LVL i REVISIONS; ~ H OUTRRIGGER PT. LOADS CANTILEVER \ 0 FRAMING OVER FOUNDATION 1" O ~`y N STONE PLINTH 2x8 MUD SILL ° 5/36 GM 1I rev 8/04/06 81'-11" the BRA II _ • EMAR k 36'-6" Unit 4 , 14'-2" 20 -8 15'-10" 25'_3" .f 4'-0" 2._8.. 2._8.. 5._2.. 2 -8 11'-11" 2~_g~~ 4'_0.. V SCALE; 1/2"=1'-0" T . ~ ~ . „0 ~ ,,0 W ~ ~ F r---r 32/16_ ~ r _32/16 r'-'~ 4" CONC. SLAB OVER - I r - - - - - - - - - r - - - - - ~ . _ _ _ _ r~ _ 32/16 ~ 4" GRAVEL BASE ` CV I I - I r - - - - - - - - - - I I 32/16 - - - - - - - - - , r - - - , I I I I I r----- r-------- 4 > - - - - - - - - - - I r I I I I I UNEXCAVATED 4" I SUPPORT TYP. I I CONC. I - - - - - - - - - - - - - - - , I ~ - - , I m N ~ r I I ONLY FOR SLAB I I SLAB OVER 4" GRAVEL I I I U~Q ~i- ii ;a' I ELEC. SERV. PANEL I I ~ °C J ~ ° ~ ~ ~ i I I I I 12" BLK ~ CRS 12 I I BASE w/OPT. PORCH I I I I I I I I cm I I I I I I JU(A NZV ~ , ~ , I LOCATION MRY VERY I I I ~ o U o • is o I I I I I I ~ „ I I I I I I 12 BLOCK LUG I I I I I OUT @ TOP CRS. I I FOR PORCH SLAB I i I I I I I I I I I (VSO ~(nfY m I •--i O li. Q m m 4,a~ I I I l ' I I I il'-1 3/4° 7,_3„ i I I I D O H ; I I I I ` I 1] I I I I - - - - - - - ~ I I ~ I ~ ~ ono i I I I ` ` - - - - - - - - - - - I I •rr.-. QOLd i ~ is--- I ZOW ' in o I C I I I ~ DWN. ~ I W I ~ i ~ ii :i:::::::::::,i I (nL~OL W8x10x 24-5 L ~ ~ - - - - iv ~ I C I 4 CONC. SLAB OVER I ~ Q 1 CRS ' I N ~ I 4 GRAVEL BASE I : w DWN. STEEL BEAM ~ - - DWN. ~ - ` r: ~ I I N \ , fD~Q] i I I - ~ _ CRS. 1 CRS. DWN. `:::::....:':::::I L ~ _ 1 CRS. I Z I I , ~ J 13 I ow I I I° I SLOPE I I X~ 3" O.D. ADJ. STEEL I I iv I I 1 2 3 3 1/2 CONC. SLAB OVER SLAB OVER ~ COLUMN (11 ga.l ON I I N I I I 11i VAPOR BARRIER RND ' I I 16-, 'BIER RND \ 32"x32"x12" POURED I I o0 I I l 4" GRAVEL BASE I NOTE, I 3° o.D :L BASE CONC. FTG. I I ~ I FOOTING DEPT .ADJ. STEEL ~ I H ~ GARAGE DR. I COLUMN (11 a.) ON - . I MAY VARY TO MAINTAIN I 24" " " 9 I I I I REQUIRED DEPTH F x24 x12 POURED o r ~ _ _ _ _ _ _ _ _ _ _ OR FROSTLINE ; CONC. FTG. I ~ - - - - I ~ , I I I I n ~ i;; , I I --~;i I Y OPTIONAL EXTRA I I I I I ~ , ~In ~I i~`~ /ill i I I I I I ii-~~ i u ~I ~ ' ~ ~ ~ ~ I I BATH ROUGH-IN , , I I m 1 I I U I I 2 ~ ~~-9 i /~b ~ i l l d' (>7 I ~ , I I ~ , i ~ it I 9 it i~ i FINISHED BATH SUMP PUMP ~ I 1071/ 7- 1/2 LOC, MRY VARY I I ~ r, ~ _ ; I NOTE: BATH ROUGH-INS I I I r ~ - - - ~ I INCLUDE PLUMBING. ONLY. - - I I '~t__ .71-- I _ ~ FJd ~ I r - - - - - - - - - - - - - - - - - - - - - - - - - ~ _ _ fV I I I r------------------ ----I'-~---ice'--- ° I I I Y OPTIONAL I ~ - - - - ~ I ~ - - ~ T i I- - - - - - , r - - - - ' I I EXTRA r'- - r ~ ; I 7~_7~~ ~ ~ I I I Ili,` ~ J,, ~ I I 8 0~ I I 22'-61/2" I In I I I I BATH ROUGH-IN I I I, I I o I I I I I I I I I FINISHED BATH I,~ I I ~ 1 I I i ill I (D r i ~ ~ I I I I o I~ r I I 2x4 WALL w/P.T• I I I NOTE, BAT ~ I I o ~ l H ROUGH-INS ~ BOTTOM PLATE ON I ' I ' ' ` ' I l I INCLUDE PLUM ~ II~% I I _ BING ONLY. I _ _ _ _ _ _ , „ I _I _ I I 16"x8" POURED SUMP PUMP I I I°n I I _ _ _ _ a_ _ CONC. FOOTING LOC. MAY URRY ~ I I I I I ~ 4- ':'J I I I- i , -----I- I I 00 --I I I 1 ~ 1 4" CONC. SLAB OVER - -r- -r- i - I I I I I 4" GRAVE I 14'-7" I L BASE l I _I_ _ _ _ _ _ _I_ I I I SAG. WALL I I -I-- -----I- - - I I vi I I - I ~ I _ W x15x 5'-0" L 3" O,D. ADJ. STEEL ~ I - 16 x8 THK 1 1--- - I ~ I I ° a I I I I ~ a ~ I ° I I STEEL B - .::I COLUMN (11 a.) ON ERM , 2 9 WALL FTG. ' I N I SLOPE 4x24 x12 POURED ~ I o I d- I i---~ I N I I F--- I CONC. FTG. I r 3 1/2" O.D. ADJ. STEEL I I ~ Z I Iti~ WAL CONT. 13 + DWN. ti5 TO 3'_7~~ o NOTE I I ,,g, UNDERSIDE 0- R I COLUMN (SCH. 401 ON I 3'-T~~ J 3'-~~~ L J 36"x36"x12" POURED I I I o I FOOTING DEPTH ~ I 1 CRS. HANDRAIL GARAGE DR. I ~ SEE SECTIO CONC. FTG. I I ' I I MAY VARY TO MAIN1fRIN ~ SHEET 5 I I DWN. I I REQUIRED DEPTH FOR FR'OSTLINE I I I DWN. ~ _ 'DWN. I I I I I r------------------------ i CRS. 1 CRS. , 1 CRS. I I I I I I I I , ; ~ : I PPROV~D MANS MUST 6E ON i 1 I l I I I r - V I I I l I W8x31x29'-0" L ; ~ 1 ~ I m (Y~ EOA ALI. INSPECTIONS, ~ ~ ~ I N I l l I l I I i 2 2x8 TOP PLATE ~ ~ ~ , I I I I I I 12" BLOCK LUG I I ~ r ~ I I SUPPORT TYP. 1 ~ I I I I 12 I I ONLY FOR SLAB I , OUT ~ TOP CRS. I I ~ I I i2" BLK ~ CRS _ W8x15x14-8 L. FOR PORCH SLAB , I I 12 I STEEL BERM I 10'-11/2" I I R~~~M I ~?~LL1~ 12" BLOCK LUG I 00 a ' ~ ~ - - - - I I , I iv Aol - DWN. I I I I I I 3 1/2" CONC. SLAB OVER OUT ~ TOP CRS. I i~ I DWN. 1 CRS. I I I I I i CRS. I I I VAPOR BARRIER AND FOR PORCH SLAB I I I I (n 4" GRAVEL BASE - - - - - - - I I - ~ ~ I I I I~ I I d~ I ~ II I z I I l I I I j!~ I I I ~ I r ~ I I ~ 00 I I I m I UNEXCAVATED l ~ I I 4 CONC. I 10i_pu 2i-O~ I I SLAB OVER 4 GRAVEL I SHADED AREA UP 1/2 CRS. I I I r~ FOR SLAB SUPPORT. NOT I I I - W ~ I I BASE w/OPT. PORCH I I I I I REO'D IF BRICK PORCH. I I ° (n l I I I I I I I I 4" CONC. SLAB OVER I I 00 ~ I I I I I I - - - - - - - - I ! ~ - - - - - - - ELEC. SERV. PANEL I 4" GRAVEL BASE I I ~ ~ LOCATION MRY VERY I I Q' Q I I I - - I J N - - - I _ - _ _ ~ I ~ i0 - 1 9l/Z~ 1 ' 1 -r - - ~ ~ I - - - - - - - I o - ~ 32/1 o F 32/16 32/16 ~ ~ J NOTE' ~ 2 8 2 8 5.2 2._8.. 2 -8 0 h' ll_ - - . , - - . FOOTING DEPTH ~ GARAGE DR, 0 4._O.. 2,_8, '-0~~ 2'-8" 4o MAY VARY TO MAINTAIN 6'-11" 2'-g" 4~_0~~ REQUIRED DEPTH FOR FROSTLIKE 14 -2 ° 20'- " 0 8 20'-3" 12'_0" FOUNDATION REINFORCEMENT W In 0 62'-3.. 0 62'-3" PER ATTACHED DETAIL SHEET ~ 0 w; 82'-11" o ' a • ~ ~ ~~o Ilthe B A II FOOTING AND COURSE HEIGHTS ~ 0 ~E~ ~ HAVE BEEN ADJUSTED 11 11R Unit 3 Q ~f11 II~InnTTn~ ~ ni n~ ~ - W n v~~ vun i lUIV ~"LHIV NO FINGER JOINTED W v SCRLE; 1/4"=1'-0" BERRING STUDS c fOR.' _._Ii IQ HOMES S?~IONCASI~' HOUSE STY~f' BRAEVER PARCEL N0. ~VfA LOT NO,; 35 ag 8,~ ADDRESS' 6724 et 6728 GYJA~'ERSTONE PRIM' SUBOlUIS14N,• GJPEY51t~VE LIENS CITY Of DUBLIN COUNTY OF fNANIfUN P.B. 1061 PGA 9J 94 ORDER N0, 61606 fL00D ZONE,. X CD~lMUN/TY PANEL; 394049~C PAGE Of26H DATE J 604 , E DRIl2' N 50 t OPERSTON rest tr e ~ ¢ ~ 6728 ~0 ~ u s Re fired 62 u .4 ~ ~ ;,~y, gr,,?• ~ CALL CITY FORESTER BEFORE ORDER AND INSTP,l.LATION ~ ~e+ .14~ ~ . ' i HEREBY CERTIFY THE Y CERTIFY THAT THE t.~Q~ a yiP `~•t t ~ ~ EIE~ATIONS SHI ~iRADE .EVATIONS SHOWN R 31 ~ ~ 8 87~~, 0.50X ,sg ~ 27.50 67~ ~ '[HIS PLOT PLAN ARE k .5 4 8 g1 3~4~ WA sl LOT PLAN ARE TNT TAP ~ ~Si~1.T OF AN AS BUiIT ~ ~ ' AN "AS BUILT" SURVEY a~ 4' PERFORMED 01' ERFORMED ON ~3 ~ ah .~6, wALK _ - ~ ~ no _ 'pN. TAP y ¢4, 871.0 - s ~ , ,OS , SCALE: 1' s 20' pT. 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BEI, ~ ~ I ITY OF D T, , airy ~ 0 REVIEW M ~ ~ NO PLAN AN REVIEW r BRA E ~ ZONI w ^ 13,50' 8.25 ~ ~ R 9,1T NOTED - AS AS NOTED ~ ABER EEN pQROVED A ~ N ~ ~ c3T .2 ~,24.0el:l r r T~ ~ ~ ~ O L~ ~ ~ 2i,~ F s 6.75 ~ ~ 0 ~ PG 9C' ~ ~ N % F Fo 2258 21.50 ~ n d ~j ~ c , ~ 20. ' ~h ~ ~,9 10.9 88Q9 88Q9 17.8' 8 'PF `~9 y d F s~, y y~ G N ti s ~ 233 tiF 99 ~ 1 ~ ,s 2 ~ e ' ~ ~ 8B>>' G 9c ~ .50 22. ~ e8 ~ t1 yaa~~ 88Q4 88Q4 ~ w ~ ~ "1 ~ F';p j ~ r r ~ ~ 1r ' NOTE b ~ ui ~ ~ 9~9y ~ I ~ . ~ F ~ ~AgGlq~,F'~i BUpDER TO PROVIDE EROS ON o r - _ - 'to is rd -a - - - - - -r ~ - ~ ~ LL OQ AND SEDIMENT CONTROL DURING r r - ~ ~ ~ N O "9j. ALL PHASE OF CONSTRUCTION. ~ 28,00 ro 26.00 34.00' ~ 21.07' 879 G 9 34,00 ?4, ~ ~ 80 ~y 9~G~F,A ~ ~ 97.85 'e'' , ~ 9` q` "=87487 28 EASE?~ENT ~ Qspr ~ 'Sr `r Q50X I '6I' ~~X . 87985 ~ , w ~ ~ 8798 ~ ~ ~ 28.00 8791 21,07 , off' ' ~ 34.00 > > ~ -~--_28.00 _ ---34.00---~-------- _ ~ A, Screen all r ra w N4fICt TO A~PI.ICAPIT ~ UGlltes f c YiCe ~t'' r ` m u u~~N nslie o~fe,M m n n iss a n,a in~e~s in, fenca support a er All Ser 1 ~!'NE IVIC ASSOCIATION REVIEW ~ ~ Screen ~ ,~c T UkSE 4 ~ p. Al MAY 9E PraUIRrA 6Y DEED d~'' rt ~ ~~ntCal I L C Ni R _ , lT A , ~S ESPONSIBLE FOR COMPLIANCE ara,K H AlL APPLICABLE RESTRICTIVE CDNVENANT5 ~~r ~ u ~ Patio fence Diwdd• .r11Jl~n,., . ,.~I AND DEED RE~,T~I,!`TI_QN5 REQUIRED 8Y TITLE. n ~ •,n,~,~na, ',LI.~~ _ ~rd~m~niar ~ d' n nsY ' ra Sal foot Gaza n t,~,AINTAIw s= t,~ 6` , ~ n r r a r r x 4 r\ 'UNIT SEPARATION IJNE t AWAY rROh41JINlxhN ~ SEPAROON UNE Tree Protection Fencing , , , (usEO As REFFRANCE ONLY) S REFERANCE ONLIJ TALLEO AND INSPECTED ~~eN1 ~ W_ MUST BE INS 0 r a rav PRIDR TO START OF ANY CONSTRUCTION. UNIT 35 INfO ~l~rl-++ - CAIIPLANNING DIVISION FOR INSPECTION Q - ° ~ . Q... cor ,1748 sra s7 cor ,~s - - -..r.. 4 UAP): 1889 Sx1 i7. UAHr 1907 S>r! fT, ~ / "n . 2 -n~ ' - OF G19l~RAGL~• 381 X G10bE'RAGE 52.4 X .-1:.._ ~ a VA P~ r f r -e-- 1i ~t e - ! ••N•- - F ~ C~ n N/ /y~.._ _ ~ ~ ~ N/ JAMES % M. Q~ 4 ~ _.il._ s•' Rl7 ~ ~ ~ PEARSALL e 4'444p4,~ _ ~ _Jf.. ~ fl II - ~i~ 7840 0 o k~CL11erG1!'KA Pl~nung Bed Controls P11u0 S NDXMA NOT TO SCALE SSIOArAC ,SURI~'Yt~ M NTAJH fCN ` VAL SURWn R DAT Slx foot Gala AWAY fRaM WIN fence Support facer RfN,~AUS ONIE PREPARED BY.' ED BY. rW NQ 35 & JS Vanes N4 hereby certify that the fargolnq PLOT PLAN was prepared 1HlS SpAGE' PROI?GE`D fDR 7AV/NG A'F7GL'IP GyJCY JOB Na 2005-5080 t f d• t tram 6lfarmatlan provided by the dlent and data obtained firm mt engtleered aubdhdelon plan. ihle pplIat pIan k to be used Dy APPROi~O DRANK 8Y A'NW for the sole u ose of obtoinin o BUILDING PERNIT, the CLIENT p rp g Evorn, MechwaA, Hombleton 3 TIHon, Inc. mbleton b T1Mon inc. arok£D BY „MP Tne use of the plot pion for any other purpose b strlcUy DATE P?ohbite6 5500 New Albany Road Columblu4 OH 43051 Servicesn s Columbus, OH 43DS4 ~ Phone 614.773,4130 Fn~a 614J73,4B1' Faxi 614,775,4817 NOT TO SCALE M c n+ x x v i x x v DA 1F 06128106 in iernMU,cmornrtuv~nmc aem +Kmn~ +o+n.na rye n uR 06/07/05 2104 FRAMING PLAN NOTES: GENERAL NOTES 1. FLOOR FARMING DESIGN BASED ON LPI 20PLU5 (1.5E) I-JOISTS BY WINDOW RDOM WINDDW TEMP. GLAZING TOTAL REOD EGRESS EGRESS (EGRESS 6 REO.~ F~TUAL CTUAL REV. 1. GENERAL STRUCTURAL RND RRCHITECTURRL LOUISIANA PACIFIC, UNLESS NOTED. LOCATION SQ FT, OUAN. CALL PER GLAZING GLAZING WIDTH HEIGHT VENTILRTIOM VENT. VENT 'ENT. ISSUE DATE; NOTES RRE INTENDED TO AUGMENT THE 2. RLL HANGERS BY SIMPSON STRONG-TIE SIZE WIIJDOW SO, FT. SD. FT. DRAWINGS AND SPECIFICATIONS. SHOULD UNLESS NOTED (RTTRCHMENTS TO BE PER DINING ROOM 4 2828 NO 5,44 S0. FT. 11/20/96 CONFLICTS EXIST BETWEEN THE GENERAL MANUFACTURER'S SPECIFICATIONS) REVISIONS: STRUCTURRL OR ARCHITECTURAL NOTES RND 3. I-JOIST ENDS TO HAVE 1 1/8" OSB THE DRAWINGS, THE STRICTEST PROVISION RIM BOARD. DINING ROOM 1 4050 NO 17.11 S0. FT. SHALL GOVERN. 4. FLOOR TRUSS DESIGN BASED ON PRE-MRNUFRCTURED FLOOR TRUSSES USING DINING ROOM 1 068 DR. NO 12.04 SD. FT. 44.9375" 80" 24.9? S0. FT. 2. GOVERNING CODE: POSI-STRUT MEMBERS BY MI-TEK. STRICTEST PROVISIONS RS SET FORTH BY. DESIGN BY OTHERS. DINING ROOM 151.79 SD. FT. 6 2850 NO 9.57 S0. FT, 108.33 S0. FT. 12.14 SO. FT. 30,9375" 32" 4.97 S0. FT. 6,07 SD. FT. 54.79 S0. FT. 2004 RESIDENTIAL CODE OF OHIO 5. DESIGN LIVE LOAD: 40 PSF 9 SO. FT. 2003 INTERNATIONAL RESIDENTIAL CODE DESIGN DEAD LORD: 15 PSF KITCHEN/BRKFST, 296.64 50, FT, 1 068 DR. YES 6723 SQ. FT. 67.23 SD. FT. 23.89 S0. FT. 34,9375" 80" 19.98 SD. FT. 11.95 SO. FT. 19.98 SD. FT. 6. PARALLEL TO I-JOIST CONDITION TO 3SO.FT. HAVE LADDER PANEL. FAMILY ROOM 2 2828 YES 5.44 S0. FT, ~FNERAL ARCHITECTURAL NOTES 7. FLOOR FARMING SHOWN HELD IN 1/2" FROM PERIMETER - SEE START POINT RLL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE DETAIL THIS SHEET. FAMILY ROOM 2 3014 YES 2.67 S0. FT. 8. LAMINATED VENEER LUMBER (LVL) BASED FAMILY RDOM 243.42 S0. FT. 2 3050 YES 11,01 S0. FT, 37,56 S0, FT. 19.47 S0. FT. 26.9375" 26.5625" 5.71 S0. IFT. 9.7 RLL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE, ON THE FOLLOWING MINIMUM PROPERTIES: 4 SD. FT. 11.42 S0. FT. 2 SO. FT. MANUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN Fb(PSI) Fv(PSI) E(P5D THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 2650 285 1,900,000 MASTER BEDROOM 201.84 S0, FT. 2 3060 NO 13.56 S0. FT. 27.12 SD. FT. 16.15 S0. FT. 30.9375" 26.5625" 6,87 S0. FT. 8.08 S0. FT, 13.74 SD. FT, E SO. FT. TO BE SUBMITTED WITH PERMIT SET. IF MANUFACTURER IS 9. RLL POINT LORDS FROM ABOVE TO BE NOT KNOWN, 25'-0" MAXIMUM RUN WITH A 5'-0" DEDUCT FOR SUPPORTED W/ BLOCKING SAME WIDTH MSTR. BATH 89.42 SOFT. 1 3040 YES 8.47 S0. FT. 8.47 S0. FT. 7.15 S0, FT, 30,9375" 2D" 4.3 S0. FT. 3.58 S0, FT. 4.3 SD. FT, EACH 90 DEGREE ELBOW, CONTRACTOR TO VERIFY INSTALLATION RS CALLED OUT ON FLOOR PLAN, _j SO. FT. LOCATION PRIOR TO INSTALL. BDRM. #2 261.30 S0. FT. 3 3050 NO 11,01 S0, FT, 33,03 SD, FT. 20.90, S0. FT. 30,9375" 26.5625" 5.71 S0. FT. 10.45 S0. FT. 17.13 S0. FT. SO. THE PROVISIONS OF THE NATIONAL ELECTRIC CODE BDRM, ~3 210.04 SD. FT. 3 3050 NO 11,01 SD. FT. 33.03 S0. FT. 16.80 SD, FT. 30.9375" 26,5625" 5.71 S0. FT. 8.40 S0. FT. 17.13 S0, FT, I SO. FT. NFPR 70, SHALL GOVERN THE INSTALLATION, TESTING, , RND OPERATION OF THE ELECTRICAL SYSTEMS. ' PROVIDE SMOKE 6 CARBON MONOXIDE DETECTORS INTERCONNECTED 1. ROOF TRUSS DESIGN BASED ON WITH 110V. RC. AND BATTERY BACKUP PRE-MANUFRCTURED ROOF TRUSSES BY OTHERS. WINDOW ROpM WINDOW TEMP. GLAZING TOTAL REOf7 EGRESS EGRESS (EGRESS ~ REO.Y1 ~%T~ INSULATION EXPOSED TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MAX 2• ALL HANGERS BY SIMPSON STRONG-TIE LOCATION SD. FT lk.~l CALL PER GLAZING GLAZING WIDTH HEIGHT VENTILRTIl1M VENT. VENT. CTUM FLAME SPREAD RATING OF 25 RND MAX, SMOKE DEVELOPMENT FACTOR OF 450, PER UNLESS NOTED (RTTRCHMENTS TO BE PER SIZE WINDOW SQ fT, SQ FT. ENT. CODE SECTION 316 MRNUFRCTURER'S SPECIFICATIONS) 3. I-JOIST RAFTER DESIGN BASED ON LPI LIVING ROOM 142.67 S0. FT. 2 3060 NO 13.56 S0. FT. 27.12 SD. FT, 11.41 SD. FT. 30.9375" 32" 6.87 S0. IFT, 5.71 SD. FT. 13.74 50. FT. E SO. FT. ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION 20PLUS (1,5E) I-JOISTS BY LOUISIANA PACIFIC, UNLESS NOTED. KIT./BRKFST. 1 068 DR. YES 67.23 S0, FT, 34.9375" 80" 19,98 SQ. FT. OR VAPOR BARRIER, 4. DESIGN LORDS IRCUIT INTERRUPTER SHALL PROTECT RLL BRANCH R. I-JOIST RRFTER5: KIT,/BRKFST, 4 30 15 PSF DEAD LORD NO 2.67 S0. FT, CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (Bl 25 PSF LIVE LORD KIT./BRKFST. 337.83 S0. FT. 4 3050 NO 11.01 S0. FT. 121.95 S0. FT. 27.03 SD. FT. 30.9375" 26.5625" 5.71 SD. FT. 13.52 S0. FT. 42.82 S0. FT. 2SO.FT. RLL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GRRRGE OR B. ROOF TRUSSES: BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED PER 20 PSF TOP CHORD LIVE LORD FAMILY ROOM 2 2828 YES 5,44 SD. FT. NEC SECTION 210.8 10 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD LIVE LORD 5 PSF BOTTOM CHORD DEAD LORD FAMILY ROOM 2 3014 YES 2.67 S0. FT. MINIMUM 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY S, HOLD DOWNS TO SUPPLY LAUNDRY RECEPTACLES, PER NEC 210.11(c)(2) R. ALL ROOF TRUSSES RND RAFTERS RRE FAMILY ROOM 250.43 50. FT. 2 3050 YES 11.01 S0. FT, 38.24 SD, FT. 20.03 SD. FT. 30.9375" 26.5625" 5.71 SD. FT. 10.02 SD. FT. 11.42 SD. FT. ? SO. FT. RLL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE TO BE CONNECTED TO DOUBLE TOP PLATE WITH R MIN. OF (1) H2.SA MASTER BEDROOM 214.67 S0. FT. 2 3050 NO 11.01 SD. FT. 22.02 50. FT. 17.17 S0. FT. 30.9375" 26.5625" 5.71 S0. FT. 8.59 S0. FT. 11,41 S0. FT. l SO. FT. RNY WINDOW WITHIN 2'-0" OF A DOOR ,RLL SIDELITES 6 SHOWER BY SIMPSON OR EQUAL, UNLESS NOTED OTHERWISE. MSTR. BATH 117.80 SOFT. 1 4040 YES 11,55 S0, FT. 11.55 SD. FT. 9.42 SD. FT. 20,4" 43" 5.75 50. FT. 4.71 S0. FT. 5.75 SD, FT. EMMA DOORS TO BE TEMPERED PER CODE SECTION 308,0 B. GIRDER TRUSSES RRE TO HAVE HOLD SO. FT. DOWNS TO RESIST THE REQUIRED ATTIC ACCESS SHALL BE FARMED NO LESS THAN 22 INCHES BY 30 INCHES UPLIFT FORCES AS SHOWN ON TRUSS BDRM. a2 185.88 S0. FT. 2 3050 NO 11.01 S0. FT. 22.02 S0. FT. 14.87 S0. FT. 30.9375" 26.5625" 5.71 SD, FT, 7.44 S0. FT. 11.42 S0. FT. ?SO.FT. HAVING A CLEAR HEIGHT OF OVER 30 INCHES. MANUFACTURER'S DRAWINGS. BDRM. a3 123.07 S0. FT. 2 3050 NO 11.01 SO FT. 22,02 S0. FT. 9.85 S0. FT. 30.9375" 26.5625" 5,71 SD. FT. 4.92 SD. FT. 11.42 S0, FT. ? SO. FT. ATTIC ILLUMINATION SHALL BE PROVIDED RND SWITCHED RT THE POINT OF ATTIC ENTRANCE GUARDRAILS SHALL HAVE R HEIGHT OF 36 INCHES RT RLL STAIRS RT RLL RLL BASEMENT WINDOWS REQUIRE RAISED SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR AND (1) 1 3/4"x JOIST DEPTH LVL HERDER SPINDLES SHALL BE POSITIONED RS TO NOT ALLOW PASSAGE OF R 4" SPHERE W/3" BAG. EA. END HANDRAILS HAVE MINIMUM RND MAXIMUM HEIGHTS OF 34 RND 38 INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. HANDRAILS SHALL HAVE R SPACE NOT LESS THEN 1 1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL, THE HRNDGRIP PORTION SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION OR RN APPROPRIATE SHAPE WHICH SHALL PROVIDE RN EQUIVALENT GRIPPING SURFACE, PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN AND CANAL WINCHESTER JURISDICTIONS ONLY) THE GARAGE AND RESIDENCE SHALL BE SEPRRRTED BY A MINIMUM 1/2" GYPSUM BOARD STANDARD. RLL CEILINGS TO RECEIVE R WATER BASED TEXTURE MATERIAL SHALL HAVE 5/B" GYPSUM BOARD APPLIED. IF HABITABLE SPACE IS LOCATED ABOVE GRRRGE, 5/8" TYPE X GYPSUM GENERAL STRUCTURAL NOTES BOARD IS REQUIRED RT GRRRGE CEILING. STRUCTURAL MEMBERS RRE CALCULATED OPENINGS SEPARATING GRRRGE RND RESIDENCE SHALL BE SEPRRRTED ON THE FOLLOWING DESIGN CRITERIA WITH 20 MIN, RATED FIRE DOORS. 1. 40 P.S,F. LIVE LORD IN ALL LIVING RRERS 2. 10 P.S.F. DEAD LORD IN ALL LIVING RRERS FIRESTOPPING SHALL BE PROVIDED TO CUT OFF RLL CONCEALED 3. A, RAFTERS: 25 PSF LIVE LOAD. 15 PSF DEAD LORD DRAFT OPENINGS (BOTH VERTICAL RND HORIZONTRU AND B. ROOF TRUSSES: 20 PSF TOP CHORD LIVE TO FORM AN EFFECTIUE BARRIER BETWEEN STORIES, RND 10 PSF TOP CHORD DEAD LOAD BETWEEN A TOP STORY RND THE ROOF SPACE 10 PSF BOTTOM CHORD LIVE LOAD ALL HABITABLE ROOMS' SHALL BE PROVIDED 5 PSF BOTTOM CHORD DERD LOAD THE PORTION OF R MASONRY CHIMNEY LOCATED WITH AGGREGATE GLAZING AREA OF NOT LESS D _ESS IN THE INTERIOR OF THE BUILDING OR WITHIN THE DIMENSIONAL LUMBER JOISTS WITH R DEPTH TO WIDTH THAN 8 PERCENT OF THE FLOOR AREA OF EXTERIOR WALL OF THE BUILDING SHALL HAVE RATIO EOURL TO OR GREATER THAN 6 TO 1 (NOMINALLY) SUCH ROOMS, ONE HALF OF THE REQUIRED fl MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. AREA OF GLAZING SHRILL BE OPENABLE. :D OF 2 INCHES, CHIMNEYS LOCATED ENTIRELY OUTSIDE (i,e. 2X12 JOISTS OR TALLER), THE EXTERIOR WALLS OF THE BUILDING, INCLUDING RLL FOOTINGS TO EXTEND BELOW FR L N CRAWL SPACE VENTILATION SHALL BE POVIDED CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE OST I E. ?IDED SHALL HAVE A MINIMUM RIR SPACE OF 1 INCH. 32 MINIMUM FROM GRADE TYPICAL U.N,O, BY MECHANICAL VENTILATION AT A RATE OF 34" MINIMUM FROM GRADE RT UNION COUNTY. 1.0 CFM, FOR EACH 50 SQUARE FEET. OF CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER 36" MINIMUM FROM GARDE RT DUBLIN AND DELAWARE JURISDICTIONS. THAN RNY PORTION OF THE BUILDING WITHIN 10 FEET. ATTIC VENTILATION SHIALL BE 1 TO 300 THE BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WIND SPEED DESIGN LORDS BASED ON 90 MPH (3 SECOND GUST) SQUARE AREA OF THE ATTIC SPACE, PROVIDING "HE WHERE THE CHIMNEY PASSES THROUGH THE ROOF. EXPOSURE C. THAT VENTILATORS ARE ENSTALLED IN THE UPPER 'IDING iE UPPER CHIMNEY TO TERMINATE WITH SPARK ARESTOR/CHIMNEY CRP. GROUND SNOW LORD 20 PSF, PORTION OF THE SPACE. SEE STRUCTURAL SHEAR WALL PLANS FOR WIND DESIGN CRITERIA. MASONRY(BRICK/STUCCO) VENEE MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE, WALL WITH CORROSION-RESISTANT METAL TIES CONCRETE DRIVEWAYS, CURBS, WALKS, PATIOS, RND RNY VENEER TIES SHALL BE SHEET METAL TIES NOT LESS OTHER EXTERIOR FLAT WORK, INCLUDING THE GARAGE SLAB SHALL BE 4500 PSI RIR ENTRAINED. THAN 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 ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL 2500 PSI RIR ENTRAINED WITH A VAPOR BARRIER LAPPED SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA, A MINIMUM OF 6" RT RLL EDGES. THERE SHALL BE A MINIMUM OF 1" CLEAR SPACE BEHIND VENEER. MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LORD OTHER STEEL BERMS ARE DESIGNED BASED ON RSTM-R36 THAN THE DEAD LORD OF THE VENEER ABOVE. MASONRY FOUNDATION WALLS SHALL BE WATERPROOFED BY W VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS RS APPLYING RN ABOVE GARDE DAMP PROOFING PRODUCT SPECIFIED ON PLANS. RND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT 0 WITH R PROTECTIVE INSULATION BOARD BELOW GRADE. LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. R PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. 0 MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL THE GRADE AWRY FROM FOUNDATION WALLS SHALL FALL A HAVE R 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 RND RAFTER ANCHORAGE SHALL BE PROVIDED AT RLL ROOF MEMBERS,MINIMUM H2.5A BY SIMPSON STRONG-TIE. TYVEK HOUSE WARP SHALL BE INSTALLED OVER EXTERIOR SHEATHING IN SEE ROOF FARMING FOR ADDITIONAL INFORMATION RCCORDRNCE WITH MANUFACTURER'S SPECIFICATIONS. RN ICE BARRIER SHALL BE PLACED FROM THE ERVE EDGE TO FLASHING SHALL BE INSTALLED PER SECTION 703.7,5 RND 703.8 OF THE R MINIMUM OF 24 FROM INSIDE FACE OF THE EXTERIOR WALL, _ W 2004 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL RESIDENTIAL (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED CODE, TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEET). WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7,6 RLL CONNECTIONS TO BE PER TABLE 8602,3(1) OR 86023(2) OF OF THE 2004 RESIDENTIAL CODE OF OHIO RND THE INTERNATIONAL RESIDENTIAL THE 2003 INTERNATIONAL RESIDENTIAL CODE RND THE 2004 ONE DRIVE _ CODE. (IF STUCCO VENEER, SECTION 703,6.2,1 GOVERNS). RESIDENTIAL CODE OF OHIO, UNLESS NOTED OTHERWISE, COLUMBUS i_~ i HRT VENT5 TO CLERK 12 1 12 H ~ 4'-0" NO PENETRATION AREA Y OPTIONAL EXTRA 12 HRT VENTS TO CLERK 10 12" -STD. 10 10 4'-0" NO PENETRATION AREA ~ ISSUE DATE; DORMER - - - - - - - 8/12 16" -BRICK 10 0 01/02/05 = REVISIONS; ? ? ? ? ? ? ? ? ? ? 12 ? ? ~ ? ? \ 12 - ~ 12 12 12 12 ~ II lx FIL 5 8 10 8 ~ 5 0 'I 10 N - , lx8 ~ FASCIA - - - '1 - - © 5/36 ~ - - - - - ~ 0o BED MOULD ~ - - GM 1x6 o ~~~os BED MOULD h ~ 1X8 SCALE; 3/4"=1'-0" - - - - - o0 oa ~ ® ~ - ~ o o Lc~ o bo 1x2 o bo SHINGLE MLD. - - - - - - - - - - - - 12" -STD. w 16" -BRICK 1x8 SOFFIT 1x6 TRIM 1x6 TRIM FASCIA RAKE x6 TRIM ' HORIZONTAL SIDING HORIZOP BRICK VENEER BED MOULD HORIZONTAL SIDING S I G H T SIDE E L E V A T I O N a ~ SCALE 1/8 -1 0 1x FILL BRICK VENEER SCALE 1/8"=1'-0" 1x6 BED MOULD 1/2" FIRE RETARDANT TREATED 1x6 4'-0" 4'-0" PLYWOOD 4'-0" (HORZ.I TO EACH I SIDE OF FIRE SEPARATION WALL I NO PENETRATIONS THIS AREA I ~ I I I SCALE, 3/4"=1'-0" I I I 12 I I I ~ I I 18' CONT. RIDGE VENT I I 16' CON . I I r-- I ~ I I I I I I I I I I i I I 1/2" FIRE RETARDANT TREATED I I I I I I_______I I I ' PLYWOOD 4'-0" (HORZ.) TO EACH I I Fif'l+irFtW ~t^ ~I` I l f1 ~ I-flI I I SIDE OF FIRE SEPARATION WALL II(-I -I-If-I I III I I I friv{~i fri1i~i I . L~-----.__~J I I I NO PENETRATIONS THIS AREA I I 4' 0 4 0 i I I I I I I I I I J ' i~ 12 ~ r = 12 ~ ~ i FRONT GABLE 12 i 1 i FASCIA & RAKE ~ , ~ J PER DETAILS ~ 12 CONT. RIDGE VENT m3 2030 OVAL I GRBLE VENT m i 16' CONT. RIDGE VENT ~ 1x6 TRIM UNIT „4„ n u ~ CERTAIN TEED LANDMARK 30 YEAR UNIT 4 DIMENSIONAL ASPHALT SHINGLE ~ ~ ~ 245 LBS. PER SQUARE MAX. RIGHT COURTYARD i EXPOSURE NOT TO EXCEED 5 5/8" 12 112 12 SCALE: 1/8"=1'-O" COLOR = WEATHERWOOD BRICK VENEER SCALE; 1/8"=1'-O" 10 10 ~ ~ 12 I HORIZONTAL SIDING 2040 OPAQUE WINDOW 1x8 FASCIA 8 FASCIA ~ SCALE, 1/8 -1 0 COLOR OF DOORS & TRIM IN ATTIC DORMER 1x6 FRIEZE 6 FRIEZE ~ TO BE SIMILAR TO MAIN SEE ROOF FRAMING W/ TRIM PER TRIM PER ~ SHINGLES E DETAIL HOUSE GARAGE DOORS RRE PLAN ERVE DETAIL TO BE STEEL RAISED PANEL ROOF TRUSSES PER ROOF 4 FRAMING PLAN HEEL PLATE PER ROOF PLAN 2x CEILING. JOISTS RT a x FASCIA ~ 18 24 O.C. 0 ~ ~ 2040 OPAQUE WINDOW m PROVIDE GUTTERS IN ATTIC DORMER SEE ROOF FRAMING AND DOWNSPOUTS PLAN 1x6 W/ DENTILS RLL EAVES (TYP.I 1x6 TRIM ~ 4 I ti 1/2" SOFFIT 1x12 RIP BOARD IIII ~ TO 10 a ~ - 5/4x10 RIP TO 8" I I S II I I ~ SHOE MOULD IIII II I I W ~ o0 HORIZONTAL SIDING II I I to ~ ~ ®o 0 BED MOULD IIII x - - - - 10 BOX ' II I I ~ m 'i o b II I I ~ ~ ~ COLUMN, TYP. 4 . II I I ~ U ii i O[ UNIT 3__ n n II II I I ~ p UNIT 3 10 BOX COLUMN • ,III I FFT COURTYARD TYP. RIGHT COURTYARQ 4x4 POST IIII ~ V II I I 1x10 I I I ~ SCALE; 1/8"=1'-0" , HORIZONTAL SIDING PINWHEEL o SCALE, 1/8 -1-0 II I I F- j II QTR. ROUND IIII SHOE MOULD III I IIII 1X6 TRIM (TYF ~6 TRIM (TYP.) BRICK VENEER J 1x3 UP 3/4" IIII ~ WINDOWS TO BE 28'-4" 28'-4" 22'_8" W o IIII ADJUSTED FOR ° 1x12 OPTIONAL LOFT . 1x3 I I I I ° IIII I-JOISTS PER PLAN UNIT 4 ~ ° ° ' ' ' ' 11 I t In ELEV. "C" 0 ° CONC. PORCH SLAB APPAQVED pLAN~S MUST BE ON ~ 0 0 0 FONT ELEV RTION THESE DRAWINGS HAV SITE FOR A~.LiNSPECTiONS, ~ W ~ BEEN REVIEWED FOR ND W O . 9 SCALE; 1/2"=1'-0" SCALE; 1/4"=1'-0" ~I~ALL COMPLY WITH THE _ 0 2004 EDITION OF THE U7 n~.,,,nr..~... - V Q ftt,':~tutN i SAL (GUUE OF OHIO I , , I i C ALL WaGD WITHIN OF GRADE H ~ PROVIDE 2x6 WALL TQ EE PRESSURE TREATED MASK STRAPS ISSUE DATE: RT GARAGE IF NOT PERMITTED FOOTINGS WITH RE(NEORCING o REVISIONS, SHALL COMPLY WITH SECTION = POINT LOAD ABV. 250.50 OE THE 2045 NEC. ~ ~ 0 0 IF JOISTS PARALLEL TO MASONRY PROUIDE 0 N (2l 1 3/4"X11 7/8" LVL OUTRRIGGER ~ PT. LOADS ° 5/36 AL CANTILEVER ALL HVAC WORK SHAtI. BE INSTALLED ALL ELECTRICAL WORK W1Ll. RE yy 2 WORKING DAYS FRAMING OVER IN ACCORDANCE WITH THE 2004 RCO INSTALLED iN ACCORDANCE WITH ~J` BEFORE YOU DIG ' THE NATfONAL ELECTRICAL. CODE. CALL TOLL FREE &Q0.362-2764 G M FOUNDATION 1" ~,zs~os OHIO UTILITIES PRQTECT14f~ 5E<'f~+f1>C~ STONE PLINTH 2x8 MUD SILL 81'-11" "the BR.AEMJAR" -Unit 3 5 SMOKS DETECTORS REQ'I) PER ~ ~ 361_[•11 141-211 25'-3" ~ 5'-0" '-0' SECTION R3f3 U BATTERY BACKUP REQ'D 201.1711 151-1111 2004 RESIDENTIAi. CODE OF QH ' 21_gll 21_gll St_']II 21_gll 21_QII w UNEXCAVATED SCALE: 1/2"=1'-0" . - - 4" CONC. SLAB OVER - - - - - - - - - - - 4" GRAVEL BASE A, , 32/16 ~ r 32/16 ~ 4 - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - , I Q~ I r - - - - - - - - - - - - - - - - - - - ~ I r - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - - (V I I I I I I I I 7UN UZ= I I I UNEXCAVATED 4" CONC. m I I I I SLAB OVER 4 GRAVEL I I I I I J N U O I I SUPPORT TYP. I I BASE w/OPT. PORCH I I ~ I I I YOU I I AB I I I I ~ . ONLY FOR SL I I I I I I I ~ - I I I OHO I I I I J~@I~ _ U I I 12 BLK ~ CRS 12 I I I 00 12" BLOCK LUG I I ' ' ~ I I I i I- ~ W U ~L h I I I I I OUT ~ TOP CRS, ~ I I I I ~O~ Qm~ ~ I I I FOR PORCH SLAB I I I 31_411 21_gll I. I I ,,J Oannn~ 2'-8~ /2" T 7 7/8" 8'•3" I I ~ I o N H I I I I I ' I I CRAWL I I I ~ - - - - - - - - - - - - - - - - - CRAWL I I I ¢ ~ I I I I ` I - - - - ~ I I I I ~ ~ ~ T6' MINIMUM CLEAR CEILING HEIGH I I I I ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - I° ~ 8 - - - ~ -STEELI BEAM ~ ` - - - - - J I RE UiRED, WITH 6'8" UNDER BEAMS. I I 1 DWN. CRS. 8 I UNEXGAVATE _ I I ~ ~ .PANEL PONY WALL I I Q 1 CRS. ALL I I W8x10x ~ I I DWN. L - _ _ _ _ pLl TS GIRDERS, SOFFITS, ETC., PELF I ~ I 4 CONC. SLAB OVER ~ AT Y VERY W/ ACCESS in o I ~ - ~ESS I _ i CRS. I I ~ pLP LIN ORDINANCE. ' ' I ~ I 4' GRAVEL BASE ~ TO CRAWL WL I I CRS. 12 3" O.D. ADJ. STEEL ~ I N N ~ I I , ~ I N I I I .-I I i COLUMN (11 ga.) ON I I IZ x 1 3 1 I I 9 3 3 1/2" CONC. SLAB OVER I 32 x32 x12 POURED ? I ~ I I CRS. 8 \ CONC. LTG. I I o f SLOPE I I 1 I o E----- I 1 1,1 VAPOR BARRIER RND , I I I ~6.~C:F~1~,1_.. S R S EXIT R'EQUtREP~ENT~ I I 6 4 GRAVEL BASE I I I ~ SUMP PUMP I I ~ I I 3" O.D. ADJ. STEEL I _ , ~ LOC. MRY SUMP PUMP ~ , (~hIP`s~1~iU~i ONEWlNDGW-5.7 NET ~j LOC. MRY I I , ~ 5Q. FT. CLEAR,24" HLGH 20"WIDE CC~~ I NOTE COLUMN (11 a.l ON VARY I I I GI3~ DE FLOOIR MINIMUM 5.0 NET SQ. L~Y. I FOOTING DEPTH ~ GARAGE DR. II II 9 o r , ~ _ _ - - - - - - - - ,VARY I ~ 24 x24 x12 POURED - - - - - - I MAY VARY TO MAINTAIN I II;; ~ -'III I I I I Y OPT 0 TRR I I F 05TLINE I I CONC. FTG. I I ~ , I I REQUIRED DEPTH FOR R II" ~ ~ ill II i BATH ROUGH-IN CRAWL SPACE I I I I ~ , I n I ~ „ , I I - I I I E I ~ I n 1_ it h~ it I I ~ I FINISHED BATH VA40 GRAVELEBRSEER I I I 2.7 r 91 ~ i l I I I U I I 1 i' II I I~ I I ' , I ~ CARBON MONOXIDE RECD ' I ~ I I 0 I , 1 1~---- ~ I 'I I I I NOTE, BATH ROUGH-I[NS I PER DU6LIN ORDlNANGE I 8 4 3/8 10 7 1/ 7- 1/2 I, i•.1 i I ~ I i I i INCLUDE PLUMBING OMNLY. I JI I - - - T - - - I Concrete lintels shall- c} - _ I ti r-----------------------ice -'r- -''-I-- r---- ~ I I I I Y OPTIONAL EXTRA I ~ r l ~ ~ 1 1 7 -7 I I 8 0 1/2 I rr__..__ I ~ 1 ~ I ~ I Bearg"min. ea.e~d.. 0 1/2 I ~2 6 i/2 I I _ I I R,. I I p ~i I I i I I I I BATH ROUGH-IN I I; I~ ~I I_ .I - ~ I I ~ I I I I, , 9.1/2 , 2 7 I ~ I I I PONY WALL I I I I I FINISHED BATH I I. I, I I I I I I ; 'ii ii I I 01 I I w/ RccESS CRAWL SPACE I I I NOTE, BATH ROUGH-INS I ~ / ~ I I I I I TO CRAWL VAPOR BARRIER OVER I I PROTECTION AGAINST RADON I I I INCLUDE PLUMBING ONLY, co I ~r'_ _ - _ _ _ _ _ ; I I I I I I 4" GRAVEL BASE i I N PEA DUBLIN ORDINANCE j , I I I I ~ I I I ~ I I I I I l1NEXGAVAT _D 1 II I I I I 14 -7 I I ~ I I O ~ I 4" CONC. SLAB, OVER ~.,.,~r.,.<n,r, ' I I I 4" GRAVEL BASE I I ~ I I I I ' ~ I ~ ~ I , ~ I I I I , II II I _ / I I I I- L 16 x8 THK I ~ ~ JU11 ' ~ r. P R~ I I - 3~ I ~ ::T . I ~ I T - ERM ~ WALL FTG. ° ~ 3 I U I ' I ! ~ ~ I SLOPE I 6 N ~ I N ~ I 5Iti N U ~ I OL I I I I a ~ ~ N ! I Z I OWN. ,$1 I U ~ ro I I ~ 3 1 I I 1 CRS. ~ 1 b I NOTE ~ 1 I R • i I I JN. ~ I I FOOTING DEPTH ~ GARAGE DR. I I DWN. t o I 1 1 CRS. N I MRY VARY TO MAINTAIN) - CRS. N I ~ I - I r - - - - - - - - - - - - - - - I ~ REQUIRED DEPTH FOR FROSTfLINE I I ~ - , I W L, ' DWN. r _ , I m I I I I ~ I L. I I - I r - - - - - - - - - - - - , I I STEEL BERM _ ~ i. 1 CRS. 00 ~ I W/ 2X8 I: I N i:i::i:i r ~ I I I 3 1/2" CONC. SLAB OVE I I I I CRS. 12 CRS. 12 I I TOP PLATE F I ~ _ I+ I 1~_0~~ I I I VAPOR BARRIER RND I I I I I I 4" GRAVEL BASE I I I I I I 12" BLOCK LUG I I 8'-8 1/2" ' , I I ~ ~ I -8 1/2 7 2 7-2 1/2 7-2 I I a I I I I OUT ~ TOP CRS. I I , I 00 I I SUPPORT TYP. I „ FOR PORCH 5LAB I I ONLY FOR SLAB I - L• - I , I I 12" BLOCK LUG I I ~ ~ I I 12" BLK ~ CRS 12 I I ' I I OUT TOP CRS. I I I I FOR PORCH SLAB I ~ - , 3 I I I -I DWN. I I r S~ I I 1 CRS. I - JOC I I ~ r - - - ~ - - - - - - - - - ' I (V A%I DWN. I I 1D I I W W I I r' I r, I ~ I I 1 CRS. I I m I I Z ~ - - - - - - - - - - - - - - - - - - - - - - - ~ I I ~ I I I I I , ~ I r - - - - - - - - - J I I I I I I I I I , ~ I 10._0.. 2~_0~ I U ~ o f I I ~ I I I WZ I ISHRDED RRER UP 1/2 CRS. I I I ~ ~ ~ SUMP PUMP FOR SLAB SUPPORT. NOT I I ~ z I I UNEXCAVATED 4 CONC. I g o SUMP PUMP I SLAB OVER 4" GRAVEL , ~ LOC. MRY Loc. MRY UNEXCAVATED . I I I BASE w/OPT. PORCH I° d VARY VARY I I REO'D IF BRICK PORCH. I I I I ~ ~ W ~ I I I I I I JO I I I I I I WJ I I I 4" CONC. SLAB OVER I I I I I 4" GRAVEL BASE I I I I I I I I I I I I I ~ - - - - - - - - - - - - - - - - - - - ~ I I ` - - - - ' - - - - - - - - - - - J I r - - - - - - - - - - - ~ ~ - - - - - - - - - - - - - J I r n~ I I I I I I v' - T~ - - - -r- - - - - - - - - - - ,p - - - - - - -r- - - its ~~-----J NOTE m ,p ~ 32/16 , ~ 32116 , ,gyp ~ 32/16 , N 'C ~ FOOTING DEPTH ~ GARAGE DR. O - _ MRY VARY TO MAINTAIN ~ 2,_8,1 2,_8„ 5,_2„ 2,_8„ 2,_8„ 21_QII 21_QII ° G ~~77 _8„ REOUIRED DEPTH FOR FROSTLINE W 0 ~ 15'-10" 14'-2" ° 20'-3" 12'-0" PER RDTT ACHED DETAIL SHEET ~ 0 ° 1- ~1 621_311 ~ 20 8 0 82'-11" ~~~o ° 0 0 T FOOTING AND COURSE HEIGHTS (D d~ "the B R.JE~EMAR" - l,Jlllt ~ ~ HAVE BEEN ADJUSTED 4- W~ 0 0 . ~ FOUNDATION PLAN NO FINGER JOINTED W a-+ 4 SCRLE, 1/4"=1'-0" u bLHKINU 5 I UU5 I U~ -44 0 0. ' ~ o H UNIT #3 m ISSUE DATE: SQ. FT. 0 01/02/05 = REVISIONS; ~ , \ FIRST FLOOR - 1471 SOFT. ~ ~ ~ ~ " (4l 1 3/4"x5 1/2" LVL SECOND FLOOR - 1089 SOFT. ~ ~ ~ ~ ~ STUDS-FULL HGT. (TYP) TOTAL = 2560 SOFT. ~ u~ oci ' ` ~ 0 OPT. LOFT = 164 SOFT. ~ °o o INFILL FRAMING ° ~ = 2x6 SPF ~2 ~ 2-CAR GARAGE = 451 SOFT. ~ W 16" o.c. (TYP.) ~3 5/36 c`v 3 GM ~ i ~ ~ ~ ~ ~ i ~ i SQ. FT. UNIT ~4 siz6ios N / ` ~ \ / ~ ~ i ~ ~ Y OPTIONAL EXTRA FIRST FLOOR - 1202 SOFT. o v u SECOND FLOOR - 1215 SOFT. i~ " " CEILING FRN o i ~ ~ ~ i ~ TOTAL = 2417 SOFT. N ~ ~ / / \ ~ ~ / \ i 1 / \ / 'I \ / \ / \ / 1 ~ \ / 1 ! ~RAEMAR" -Unit 3 S 2-CRR GARAGE = 465 SOFT. \ ~ \ / \ ! ~ \ / 1 / 82'-0" \ / i u " ` ~ 36._8.. 14-0 0o i ~ ~ ~ 25'-4" 5'-0" '-0' W ~ ~ ~ co ~ ~ ~ ~ 15'-9 1/2" 6'-1 1/2" 2'-9" 4'-5" ~ FACE OF 9'-9 1/2" 5'-7 3/4" 5'-5 3/4" BOX BERM ~ ~ \ , ~ 120 ~ ~ ~ 3014 3014 3014 BUILT UP ~ ~ 4-4 1/2 OVER OVER . OVER `PORCH POSTS 2860 2828 2828 - 3050 3050 3050 2050 2050 PER DETAILS Q 4 1/2" N JAMB i - ~ (2l 2x10 3 „ e~,~'-l 5~ 2 , ~n PORCH BOX m '-2 1/2" i ~ 15'_0" ~ 14'_0" ~ 10 -8 m 20 10 8 C•T• 5 6 0 1' BERM SCALE: 1/4"=1'-0" - `t OG o 'd' 'd' W Q - _ _ _ _ m>o m>o ~AKFAST ~ ti~~ I ~ ~ ~ SEE O 11'-3 1/4" ' ~ ~ m o SLAB ON GARDE m ° iv m C.T. ° I~ ~ SECTION R T• ~ ~ - - -`Y' I ~ SHEET 5 WALL HEIGHT ~ ~ ¢ ' ~ ~ o ~ - - o0 ~OLo d Wo I CARPET ~ o W N- B 5 0 0 ~/8 DW, ARCH N s ~ ~ ~ ~ . mpo ~ mpm ~ 2E x • ~ \ I WSW i i 1 i n i u I ~ ~,1 ~ m 7 -0 7 -0 m ' OC I ~ \ H ~ (4) 1 3/4 x5 1/2 LVL J - - - - - - - - - - - ~ FOYER I ~ 5._7.. , ° a J STUDS (FULL HGT.) o > ~ 2x6 WALL - ' I / rn Ito C.T. - ~ o~~ ~ ° r1pDQr~ I ~ I I (2) 1 3 4"x9 1/2" LVL °I 5~~ ~ ~ ~ ~ CPT. C.. ' in .l 1 ~ ~°m~ ~ _(21_2x1DJ-1DB _ ~ L2x1D_HDB r' ~ I E RG. WALL ~ 9016 TR (2l 2x6 JACKS = ~ , Q B I I • - _ _ - _ ~ TWIN WDO, - , w oc 0 0 GD 5080 S.R.O 508 S,R.O. _ _42 .112 pp LO O ~ CEIL m i = W II 1~ ~ ! ' ' o avilJ III ~ ~ .~Q~ ,'P~ 3'-2 1/2" 3'-1" BAG. ~ co ~ ^ 11'-9 1/4" i 11'-2•' WALL N N 07 N N N N (D ~ x W X ~ i u N~ i i n _ i N N ~ aol w 15-2 ~o I~ 5 0 1/2 6 0 A'1~ i i i I i OD (2) 3060 3060 x ~ X' Iw- N p : I m ~i o SLOPE 3, ~ I I I I ~ I I 1 ~ I II - ~ i r--------- Z I I i (1) 2x6 JACK N ' ~ SGL. WDO. i I OPEN TO ° i ~ - fV ~ I (V ~ ' m r- ~ I 101 ~ I i ABOVE i D.W. I I N O `Y I I OI O I ATTIC I _ 3 6 1/2 11 1/2 I x l ~ _ I~ 18._4.. i t I I ~ ' I 101 , III d (D ~ I ~ I ~ KITS IACCESSI "DINING ROOM ET ~ 11'-3 1/4" - - ' 2p iL ~ I C.T. i rn CARPET I I I ' I I I I ~ 0 WALL HEIGHT ~ I I ~ V I I I _ - I I n l I (V j 18.. 18 Cb I I I I 18 SCALE. 3/4"=1'-0" I I ~ ~~o pp ~ 1 ~ _ ~ \ ~ ~ i>, I , m 3 fl.. ADJ. i m ti m I I 0 0 6 COLUMN ~ I 13 11 /2 - m ER END ' I a ~u t f o oc I 0 0 (11ga.1 0~0 (v _ _ _ _ _ _ DEMISING WALL (21 1" GYPSUM LINER PANELS ! n ,1 -~Is~-,_ I I - -5 ~/2" 1R & 1S iv BETWEEN "H" STUDS ~ 24" O.C. 15 0 1/2 - - - - - - - - - - - - - - - - (TYPE X GYP. BD.)PER DET. SHT 6 , i ~ I I I I I I _ , ' , iv ~ I I O Q 5 3 7 3 -7 3'-7" ; 6'-81/2" ~ ~ - I ~ o Q h~ ~ I I! it I o a?(Imum Un L_J~___~ _ m _ U 1 ~ I - I 18" r', U 2p'-2 1/2" ~ - -~~_4~~ I - 14'-6" U 1 w w I ~ ~ i I YP. k~~~(~~~~~ - C.T. ~ ~ ' (V ~ ACA L'SiLYLLl1 ~ ' ~ 11'-31/4" ~ ' + WIDTH I ~0 5'-1" .T. 2'-3' ~ 3'-7" 9._6.. C.T. ~ 9'-8 1/2.. ~ i CARPET i i m ' PER PLAN WALL HEIGHT ~ _ _ ~ _ ~ ~ ~ ' I ATTIC : ~ , ~ I: ~ . ~ ~ ~ D.W. ; , ! AC S pip ~8 ~ ~ ~ in ~ GARAGE 2 ~ _ : ~ ~ - SLOPE SEP ~A~'(C~fggyf ~ ~ ~ z p1R && 1S i ~ , I o A Z - . ~ ~ o n H 5/8 : ~ ~ o o > E-~ GYPS N - - - - - - - - - - o - ° ° J, UM F1R -RATEb BOAR N o ~ N I-~ t i~ i ~r ~ I_.1~L1. I I ~ n C.T. ~ h ; I r , D R~t~ 1R & 1 ti ° .I : t~ ; PAR DUBLI ~ ^ 1 ~ I Y OPTIONAL EXTRA s N RDINANCE - ~ o ~ I I 2 2~'~~ ~ in I / MASTER BEDROOM I CEILING FRN in o cEn.. „ I I I 42 H. 1/2 I 2~`~'~ i CARPET a 7 5 1/2 I I WALL T. cP . N ~ ~ I I I - ~2 I I I I - x ~ ~ A''°°' I I ~ 9016 TRSM ._0.. of ~ I I 5 ~ m SCALE' 1/2 -1 ~ ~!~E. ER 9068. SGp . w: PR. 80 'r~~ r .p (2l 1 3/4" x 9 L%2" LVL, , (2)2x8 HOR. ~ iv ~ CR PET ~ (2) S 3 4"x9 1/2" LVL DR. ~ DROPPED (2).1.. 3/4" i ~ I - Vii` - - - - - - - - , 00 ~ N ~ ~ ~ 9080 OPEN: 2x6 WALL cv I -I I 7 -0 7 -0 , . - - U ~ .-a 9080 OPENING 5 SH. N N I I 5 10 5/8 ao I I in I ~ /8" 5'-10 5/8" ~4 6 ~t-__.~ m - Nw° I NOTE: I 11'-3 1/4" ~`I , '1, ~ ° I~ I I M R~'~~ 0 a ®-INDICATES NON-STANDARD WALL HEIGHT ~ 't;~ ~;y~ ~ N ° N N I HEIGHT WALLS - RS NOTED. I I ip I I I I 3i 1/2 , C.T. ° i~ i I, ~I i O CD N I l i I t ~ O 1 ~ I~ ~ _ m ALL OTHER WALLS ARE 10'-1 1/8" HIGH ,1; `,r, ~ o>o ~ ~ HE DERS ARE ~ - ~~-c'L- - W o Iw ~~r ALL STRUCTURAL A 1 I HI - ~ ~ m TO LIGHT 1 IWI ~ ~ Q - NNLSS NOTED OTHERWISE. iv ~ I- I o ° JI= TO LIGHT (2) 2X6 U .VAULT FLAT VAULT ~ ~ ~I~ ABOVE I 101 ~ N i ~iF ' ' o W 31(n ABOVE DIMENSIONAL LUMBER FARMING BASED ~ 2860 I I o ~ W1= ON THE FOLLOWING MINIMUM PROPERTIES; . 1 ~ `i• O N W II-- ~_c~'~~~~~~// I 101 ~ TYPE OF MEMBER Fb( si Fv(~SII E(,~sl) 2 STOR I I ~ w ° SLAB ON GRADE ~ I 1. JOISTS 1000 145 1,600,000 I I o> o ~ o I G-J 15~1.~L I 1001 ' - ~ p Y OPTIONAL EXTRA mom ~ In I QINING R( 2, BERMS 1000 145 1,600,000 DINING ROOM i ~ i0'i N w ~ w m ' ~ Y OPTIONAL EXTRA I I I ~ > it m 4' 8 1/4" 5'17 1/ " 4'-8 1/4" m w ~ ° „ I 3. HEADERS 875 135 1,400,000 CEILING FRN W ~ 18 CARPET ~ ~ > oNo CARPET i i i ~ ~ ~ M. BATH W/ TUB ~ NO I I ~ N LAMINATED VENEER LUMBER (LVL) BASED I ~ FOYER o~° ; SEE PLAN ABOVE C.T. ~mN o ~ ON THE FOLLOWING MINIMUM PROPERTIES. I I m ~ ~ in Fb_ (~sil Fv( sil E( si ° ~ ~ 2650 285 1.900,000 U TO BE BLOCKED SOLID 2828 2828 2828 OVER ' RLL POINT LOADS SEE DINING RM. )VER 2828 OVER 2814 IN L SUPPORT MEMBER OR FOUNDATION. 2850 ER EL. 2f TO F A WALL FRAMING :R EL. 2850 ER EL. OVER 2850 " TO HAVE DTL. THIS SHEET ALL OPENINGS UP TO 3 4 WIDE BUILT UP R MINIMUM 1-2x4, 5TUD GRADE SPF, JACK 2x6 X12" o.c. , PORCH POSTS W PER DETAILS ~ STUDS UNLESS NOTED OTHERWISE. o , „ (312x6 KING STUDS` „ ° 9'-6" 11-2 2 -8 ! 10 8 2 -8 ~ ®OPENINGS _ ~ 3 6 5 9 1/4 ` AL OPENINGS GREATER THAN 3 -4 WIDE TO - 5'-91/4" 5'-81/4" 5'-41/2"" Q o L ~ HAVE 2-2x4, STUD GRADE, SPF JACK STUDS 20'_4" 10'_0" 1'- ' UNLESS NOTED OTHERWISE. 20'-8" 16'-0" 14'-0" r o ( ` S TYPICAL 82'-O.. UN' E$ ~1pTEp ~~2' SPF (D o . .u_w a v o _ ~ -INDICATES QUANTITY OF NON STD. STUDS (2 SPFI N ~RAEMAR - ~n~t 3.~k~ ~ FIRST FLOOD PLAN W o ~ a`~ -INDICATES QUANTITY OF RIPPED LVL STUDS v # 1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E) SCALE 1/4"=1'-0" W =m ` NO FINGER JOINTED BAG. STUDS b L a 1 NOTE; ® -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. U c RLL OTHER WALLS ARE 9'-1 1/8" HIGH H ALL STRUCTURAL HEADERS RRE ISSUE DATE; (2) 2x6 -UNLESS NOTED OTHERWISE. 0 01/02/05 = REVISIONS; DIMENSIONAL LUMBER FRAMING BASED H c~ ON THE FOLLOWING MINIMUM PROPERTIES; TYPE OF MEMBER_ F~p.~I (~i C 1, JOISTS 1000 145 1,600,000 O 2. BERMS 1000 145 1,600.000 N 3. HEADERS 875 135 1.400,000 LAMINATED VENEER LUMBER (LVU BASED ° 5/36 ON THE FOLLOWING MINIMUM PROPERTIES; Y OPTIONAL EXTRA ~ (I2.p~' Fv(~ ( i 2650 285 1,900,000 DORMER GM CEILING FAN ~,~,os ALL POINT LOADS TO BE BLOCKED SOLID TO FINRL SUPPORT MEMBER OR FOUNDRTION. ''the BRAEMAR" - RLL OPENINGS UP TO 3'-4" WIDE TO HAVE Unit 35 A MINIMUM 1-2x4, STUD GRADE SPF, JACK 82'-0" STUDS UNLESS NOTED OTHERWISE. 13'-4 1/2" 23 -3 1/2 14'-0" RLL OPENINGS GREATER THAN 3'-4" WIDE TO 30'-4" ~ ~ HAVE 2-2x4, STUD GRADE, SPF JACK STUDS 3'-10" 6'-1 1/2" 13'-4" UNLESS NOTED OTHERWISE. I II 17 -3 13'-1" • -INDICATES (3) JACK STUDS TYPICAL 2'-8 3/4" ~4" 14'-6 1/4" W UNLESS NOTED (~Z SPF) # -INDICATES QUANTITY OF NON-STD. STUDS (><2 SPF) a~ -INDICATES QUANTITY OF RIPPED LVL STUDS 4040 3050 - 3050 # 1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E) 3050 Q I I d. NO FINGER JOINTED BAG. STUDS I I m m I : I DORMER WINDOW ~ ool°n I I 2x6 I I I °I W/ PLANT LEDGE I ~ I ABV. PER SECT. I I ° (V fV (n WALL ~ I I I I I I ~ I I I I O I - - - y--.. 'I\e I O ~ ~ m I ' I I ~~$OOM 3 ~ ~ I _ I I ml p m I _ I , ~ I I - CRRPET - 2~`6 ` • i I 00 I I I > ~ I ~ I ~ _ I CRRPf M. BATH , ~ 7 0 O I I °I I , I ~ .N ~ I ~ I N I ! I A N C.T. 1668 I o f ~ I 01 ---------•------i I m _ _ I I ~ I m I m° ~ ~ I' ~ I ! I I 3050 3050 3050 I I ~ I ~ ,'i FUG \ FURR-DOWN CLG. C,T, ~ I I I ~ I e l I J I I u TO TO BOTTOM OF - I I I I ~ I iv 1668 I ~ ~ I m 1/2 5 + LOF I I m l ~ 9._2.. I 15'-4.. I ~ pM ~ g 5 ~ LOFT COFFER CL . `I~ ~ I I I I 6 111.211 ~ I I I E ~s 141 I °I - 11 I - - I ~ (A d~ m I r - - - - - , (D tD I I m OL ~6~ I I I cA ~ LIN I I I I m l N 2 I ~ I I ~J I N N I N I I I I COFFER 66S I 'r „ ~ „ I I PER SECTION I 2 06 266$ 2668 0o m ~ ~ N I I 2 4 2-2 4 0 8 1/2 I I t fV I I I a - WALL HGT. I - - - 7'-2 1/2" N 5' 2" ~ 12'-9" i in N N I I I SEE SECTION I - I r+ ~ ~ - - - - 1Rd1S N 2~6 ° o 00 x i>, I I 3x4 w/ - I O w-- I I\ pll N I ~ 12" SEAT ~ ' ° ~ ~1S ~ co I ~ I ~ =I (D ' I I I I NI I i Z I I I I N OxD I ~ I I OPEN TO , I I N I - N N I ~ I l i ATXIC ~ I~ BELOW ' I I~ I I CARPET cv ~I I I I,~ ~ CARPET I I ~I ACCESS _ ~ I I ~I ! 3't8" HALF WALL I I ~ I ~ ~ ~ I~ ~ 36" HGT. I 2~6$ ~~68 ~ ~~J I I 17 ~l I I II I ' I m I I I ~ i u i u l I II i n I ~ ( I 3 -5 5 -10 I I I 9 2 / - I I ~ - ' ----LO'-L1/~___~ 0~ I $1_411 I OL N I O I - O I I I - ~ I I II DN 1 I - ~ ! I r-----i -I-~i 2x6 WALL I I 1R&1S iR&iS f ' , - I I I - I ~ _ _ _ - - - iR&1S ~ iv i I r - - - DN'1 I DN~1 1R~1S----- iv 5 0 - T 14 -11 1/2' N F 3'_7,~ ~7 (V 31_711 ~ 31_/11 I 7'-11" 141-QII °I fV r- ---------I- L~fl ° ! \ I n 10 i OF 24 6 0 I C FER CLG, i I ~ ~ Q~ I ~ I PER SECTION I TYP. - I - - - - _ _ I ~ ~ I(~ I I I ~ I I I O •d' o ~ I I f>7 I I ~ I- I o O ' o m I ~ I I\ 1 'o - - I ~ ~ I I ° ~.uas CRRPET ~ ~ a I 2x6 WALL m I I I 2,_g„ ~ _ a r RQT~ ~i 1 N i' Q I > C.T. I I I I~ I L~J_IJ.J.J. ~ ' 2x6 C.T. ~ I I R I I` z WALL ~cA m o O I lf) I I I EV. I I I ' I CARPET I I N ( I I FURR-DOW I 5 I I I I TO COFFER I 6 I X68 o I°n r~ it N m° a I I I I I ~ I I I ~ CATHEDRAL CLG @ I I ~'cA I N. FAMILY ROOM BELOW I I I t ° ti~ 33'-3 1/2" 9'-8 1/2" '-p I - 41/2" 41/2" 9 9'-0" 1'-8 1/ " 4'-113/4" - - I o~ SEE SECTIONS RND I I 8'-5 " ;t JAMB JAMB N ! I 7/8 ~ t~ ~ N ° m ~ d~ I FRAMING PLANS WALL HEIGHT I I I I 3050 3050 3050 ` N 00 1 N I I I SEE SECTION I I SHEET 6 7._0.. STD. 0~ I ~ 00 STD. OPENING m ~ ~ N II II II °D I 2x6 WALL I I 7 -0 WITH ~ WITH RAILING N o = ~ III;;;'-'~~ JJJ Z C.T. i VAULT IFLATI VAULT I I I N m I I N TO SWITCH I I i I BELOW _ 0 SWITCH ~ ~ ~ m o 0 0o a BELOW ; ; ~ N I I I - ~ -r-- \ 'I ' v Cn II I i ` I I I TALL WALL-SEE - -I I I I DETAIL ON SHEET 3 ~ , ~ I ii i ~ ~ _ _ _ _ _ I I FOR WINDOW LOCATIONS 11 I I I I 'i ~ I I I I ~ i'i ~ II I ~ i ~ . ~ I I I ~ ~ I I I ~ II I ~ 1 BUILD WALLS OFF I I I I L TRUSS BELOW I I I ° II I ~ ~~C~~('~~~ II I Q ii I I I I ~ I I I N ii I ~ I I I I I I I O 2-STORY hyJ.JL II ~ - I I I I (D I I I N f~31]i~l1L DINING ROOM CARPE r Nl I(n I I I ~ ~l I~ I I I I 11'-9 '~I I~ I I I I 11'-9 1/4" 7'-5 1/4" ~ V li I ''~ii I I I I I I ~ ~ I I I I I I Y OPTIONAL EXTRA . , I I ii I I ENLARGED LOFT NLARGED LOFT ~ g EDAM W/ CLOS OR 2828 -SEE ELEV. BOOKSHELVES E o CEILING FRN FOR WDW HD. HGT. n°~I 3'-6" 5'-9 ° CARPET 5'-9 1/4" 11'-0 3/4" 0 W 0 N 201.41 101.01 ~ 0 20._8.. 16~_0~~ ~ ° 14 -0 N 30'-4" 1'-0' O 82'-O" O N N O I' ~ O N L BEDROOM 4 or NLARGED LOFT the BRAEMAR'" - ~ ~ Unit 36 SECOND FLOOR PLAN W o 0 Q SCALE; 1/4"=1'-0" = d' u