The URL can be used to link to this page

Home My WebLink About661 Higgins Crowell Road Framing DetailsA complete TJ-Xpert fram See Trus Joist £ in requires the Trus Joist Framer's Pocket Packet Guide for Product Tradeaark Information HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 21 ITT359.5 4-N10 2-1110 2-N10 Hanger Notes: 11 1/2" LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: 1£T FLOOR Plotted: 9/102004 15:18 Design Status: 1ST FLOOR... .9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating [nformation: Weighted Average: 40 Lowest Rating: 40 Highest Rating; 40 Glued 6 Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spicing = 1611* *Unless noted otherwise Layout Scale: 3115" = 1' r3REVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) ACCESSORIES LIST JOIST AND BEAM LIST Product Plies Qty Plot ID Length Product 1 27 Pel 41' 9 1/2" 9 1/2" TJI 230 joist Plies Qty Al 42' 9 1/2" TJI 230 joist Rm, Rim Board; Pc, 1 123 M1 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 20 Pi 42' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 1 P2 40' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 4 P3 34' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 4 P4 20' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 2 11 1/2" LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: 1£T FLOOR Plotted: 9/102004 15:18 Design Status: 1ST FLOOR... .9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating [nformation: Weighted Average: 40 Lowest Rating: 40 Highest Rating; 40 Glued 6 Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spicing = 1611* *Unless noted otherwise Layout Scale: 3115" = 1' r3REVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) ACCESSORIES LIST Plot ID Length Product Plies Qty Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 27 Pel 41' 9 1/2" 9 1/2" TJI 230 joist 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 229 Rm, Rim Board; Pc, Parallel Closure 11 1/2" LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: 1£T FLOOR Plotted: 9/102004 15:18 Design Status: 1ST FLOOR... .9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating [nformation: Weighted Average: 40 Lowest Rating: 40 Highest Rating; 40 Glued 6 Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spicing = 1611* *Unless noted otherwise Layout Scale: 3115" = 1' r3REVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) v m m e m Tru Trusses TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide Sae by Joist Fza 's Pocket Guide for Product Trade azt rnfon tion 7' V --I150' 4" 100' 42' HANGER LIST - Simpson Strong -Tie Company, Inc.@ Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 3 LUS48 6-10d 4-10d H2 1 LUS410 8-10d 6-10d Hanger Notes: 92' 4" 7' CPa LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I.JOB Level Name: ROOF Plotted: 9/14/2004 14:49 Design Status: 1ST FLOOR.... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 e m NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60psf Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3116" = 1' VISED 9-14-04 CREATED BY Mid -Cape Home Centers PO Bos 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND c Note from Operator Point Load _ Line Load _. Area Load BBO Beam By Others JOIST AND BEAM LIST Plot ID Length Product Plies Qty Pi P2 P3 P4 P5 42' 38' 26' 18' 8' 3 3 3 3 3 1/2" x 1/2" x 1/2" x 1/2" x 1/2" x 9 9 9 9 9 1/2" 1/2" 1/2" 1/2" 1/2" 2.0E 2.0E 2.0E 2.0E 2.0E Parallam Parallam Parallam Parallam Parallam PSL PSL PSL PSL PSL 1 1 1 1 1 1 2 1 1 2 92' 4" 7' CPa LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I.JOB Level Name: ROOF Plotted: 9/14/2004 14:49 Design Status: 1ST FLOOR.... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 e m NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60psf Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3116" = 1' VISED 9-14-04 CREATED BY Mid -Cape Home Centers PO Bos 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND c Note from Operator Point Load _ Line Load _. Area Load BBO Beam By Others M ti A complete TJ-Xpert framing plan recjuires,the Trus Joist Framer's 1 See Trus Joist Fraser'. Pocket Ovide fer Product T adotark Infc=atioa n / n n n n n n _. . V H HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 21 ITT359.5 4-N10 2-N10 2-N10 Hanger Notes: 99' 11 1/2" LEVEL NOTES File'Name: OLOUGHLIN-WSRT-REV=I.JOB Level Name: IST FLOOR Plotted: 9/14/2004 15:18 Design Status: 1ST FLOOR.... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 40 Lowest Rating: 40 Highest Rating: 40 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Layout Scale: 3/16" = 1' X�46,Harta T7W4t_ EVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Boa 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND I Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) b Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) ACCESSORIES LIST JOIST AND BEAM LIST Product Plies Qty Plot ID Length Product 1 27 Pcl 41' 9 1/2" 9 1/2" TJI 230 joist Plies Qty Al 42' 9 1/2" TJI 230 joist Rm, Rim Board; Pc, 1 123 M1 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 20 P1 42' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 1 P2 40' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 4 P3 34' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 4 P4 20' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 2 99' 11 1/2" LEVEL NOTES File'Name: OLOUGHLIN-WSRT-REV=I.JOB Level Name: IST FLOOR Plotted: 9/14/2004 15:18 Design Status: 1ST FLOOR.... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 40 Lowest Rating: 40 Highest Rating: 40 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Layout Scale: 3/16" = 1' X�46,Harta T7W4t_ EVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Boa 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND I Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) b Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) ACCESSORIES LIST Plot ID Length Product Plies Qty Rml 16'' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 27 Pcl 41' 9 1/2" 9 1/2" TJI 230 joist 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 229 Rm, Rim Board; Pc, Parallel Closure 99' 11 1/2" LEVEL NOTES File'Name: OLOUGHLIN-WSRT-REV=I.JOB Level Name: IST FLOOR Plotted: 9/14/2004 15:18 Design Status: 1ST FLOOR.... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 40 Lowest Rating: 40 Highest Rating: 40 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Layout Scale: 3/16" = 1' X�46,Harta T7W4t_ EVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Boa 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND I Note from Operator Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) b Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) m io A complete T Xpert'framinq pian requires the Trac Joist Framer's Pocket Guide see Tres Joist Framer's Pocket Guide for Product Trademark IMosatioa w 117 IRS' Trus Trisses 150' 4" 7' 8" a 1�100' 42' HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 3 LUS48 6-10d 4-10d H2 1 LUS410 8-10d 6-10d Hanger Notes: 92' 4" �'� 7' - j 42' e LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: ROOF Plotted: 9/1412004 14:49 Design Status: IST FLOOR... .9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60p9f Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3116" = i' en TRped. 4ow VISED 9-14-04 CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND tj Note from Operator Point Load _._ Line Load Area Load BBO Beam By Others JOIST AND BEAM LIST Plot ID Length Product Plies Qty Pi 42' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P2 38' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 2 P3 26' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P4 18' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P5 8' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 2 92' 4" �'� 7' - j 42' e LEVEL NOTES File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: ROOF Plotted: 9/1412004 14:49 Design Status: IST FLOOR... .9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60p9f Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 3116" = i' en TRped. 4ow VISED 9-14-04 CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND tj Note from Operator Point Load _._ Line Load Area Load BBO Beam By Others — 9C9d St'" W90 9['90 (9999) 9C9 P"X-rl 3ains J. 130d S.H3WV :i 33S A.LNVHHVM JH3dx-ri 3HJL HOA ( pageo.PUT you sT g35uaT buTaeaq 3t papTnoid uaaq seg buTaeaq agmnbapV) sagoui UT ggbuaq buiseag paainbag (aptn0 gaXOod 8,aamea3 gas) TagEZ 3noTTEO TT24ea O peoZ egad peoZ auiZ peorI guiod aogesad0 moa; agox aH3J3'I 'I08PUS 69Sb-86£-805 :XV3 TL09-86£-805 09920 vK 'sTuuea ggnos PET 31'd 59V 8TV1 xog Od saagua0 amoH ade0-pTx vx Hlnoxwx ISZM 'lX3 0rVOH ggZKO*dO SHIDDIH 08T MYI lSn2il AlZii32i lardiS MO'IZIM '00 xPIHM0110 'r SIMMOO gor VO -VT -6 a3SIA .6 = ..96/f :ejc*S;noAej esteua1140 pagou ssaTun* *,.9T = buioedS •0.0 Temaox (buTIM uedS „VZ) sTaued .,Z£/£Z :buTxoea sooT3 pasinbaH gox sT bUTTTaO paTTddV goasia paaTnbag sT bupan OV :burgeg gsagbTH OV :buTgeg '4S8mOZ OV :abesanv paggbTaM :uoT4emao3ul burgEg oad-rl PeoZ TEgoy OVZ/'I pecq and 08V/Z :uoigoaTJBO gsTor mnmixeR pEo'I Peea 3sd ST Pum proq and 3sd0V :sI buTpeoZ eaay sooT3 aSV :X6010p0gga34 UbTsaa •buixoEgs TanaT sadoad so; eouEansse apTnoad anoge pageo?pui samrg ubTsap Tana? :3y0H TO:£T VOOZ/VI/6"* * —300*d LO:£T VOOZ/VT/6–"'HOOU -IST :sngmgS ubTsaa 8T:ST V002/VT/6 :PaggoTd UOOU ;ST : amex TanarI HOP' T-ASH-11dSM-HIMM070 :OTTER 9TT3 S31OH Z3AZI ^'3 9 ti00Z L I d33 Y a Y A :sagox 0TH -Z 0TH -Z 0TH -V 9'69£l.EI TZ TH sagox stTExas gmaX ETTEN 9DE3 sTTEx dol Tagm,I gonpoadsCg� sI goTd ®'ouI `AumdmoO aty_buoagg uosdmiS - ISI'I UaDN PH .Z/T IT \L/ N/ � �, \n/ v U e 110'm opq qztvmpm: =:,%nzd m; DPTZ Wpod 9,IA9ezi ir'r r-^. wS Wr-'Od •,sOmwd ;9T0.- 9--- wn 9str_W uejd buzsL; =act -f: w4QTdiuOD `j e ri Y A Y W (burgeg uedS a=nsoTO to m d staumd o P Eog d a _-- mTH m3 ;srOc „VZ) ,Z£/£Z 0£Z AV TqS kZZT t 'ISZ Irl „Z/T 6 PuEagSaagmry 3£'TsaTTd „Z/t86x,TV Tod ,91 Turd gonpoad ggbuaZ aI goTd lSI'I sanjoSS300fi — Z V T T 'ISd mETTExed 'ISd 3O'Z „V/T 6 x V i meUe.Ted 'ISd 20'Z „V/1 6 x „V/T S IOZ AVE Vd £d T T meTTE.TEd 'ISd �TTEsed 30'Z „V/T 6 x „V/T S Zd OZ Z 'IAZ meTToso� HO'Z „V/T 6 x „V/T 36'1 „ Z/T 6 x £ S Z6 td £ZT T „V gstoC 0£Z IAL „Z/T T 6 ,2t, IN IV sand gonpoad ggbuaZ QI goTd lsm waa aw lslor :sagox 0TH -Z 0TH -Z 0TH -V 9'69£l.EI TZ TH sagox stTExas gmaX ETTEN 9DE3 sTTEx dol Tagm,I gonpoadsCg� sI goTd ®'ouI `AumdmoO aty_buoagg uosdmiS - ISI'I UaDN PH .Z/T IT \L/ N/ � �, \n/ v U e 110'm opq qztvmpm: =:,%nzd m; DPTZ Wpod 9,IA9ezi ir'r r-^. wS Wr-'Od •,sOmwd ;9T0.- 9--- wn 9str_W uejd buzsL; =act -f: w4QTdiuOD `j e ri Y A Y W A comp VEEem .� Truro Trusses 'J -%pert framing plan requires the Trus Joist Framer's Pocket Guide see Trus Joist IYaer's Pocket (Lich for Product Trademark Information 150' 4" 7. 8' I 100' I 421 HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 3 LUS48 6-10d 4-10d H2 1 LUS410 8-10d 6-10d Hanger Notes: 92' 4" LEVEL NOTES u io e File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: ROOF Plotted: 9/14/2004 14:49 Design Status: 1ST FLOOR .... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60psf Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Seale: 3116" = 1' Wpert. PREVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND ! Note from Operator Point Load _ Line Load _ Area Load BBO Beam By Others TRUS JOIST FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Rpnt 6.35 (9688) C6.33 D6.33 96.36 Pana JOIST AND BEAM LIST Plot ID Length Product Plies Qty Pi 42' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P2 38' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 2 P3 26' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P4 18' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 P5 8' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 2 92' 4" LEVEL NOTES u io e File Name: OLOUGHLIN-WSRT-REV-I. JOB Level Name: ROOF Plotted: 9/14/2004 14:49 Design Status: 1ST FLOOR .... 9/14/2004 13:07 ROOF......... 9/14/2004 13:01 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Vary: 30 to 60psf Live Load (115% LDF) and 20 to 40psf Dead Load Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Seale: 3116" = 1' Wpert. PREVISED 9-14-04 JOB COMMENTS J. O'LOUGHLIN CO. WILLOW STREET REALTY TRUST LOT 18C HIGGINS CROWELL ROAD EXT. WEST YARMOUTH MA CREATED BY Mid -Cape Home Centers PO Box 1418 465 RTE 134 South Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 SYMBOL LEGEND ! Note from Operator Point Load _ Line Load _ Area Load BBO Beam By Others TRUS JOIST FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Rpnt 6.35 (9688) C6.33 D6.33 96.36 Pana