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Home My WebLink About114 Mayflower Terrace - First Floor WallsY - HEADER wl� joists are unstame unto iracea laterally 'z - : TJI'�? foists at bearings: Two Bd (V2") box nails (1 each side), 1 Y" Bracing Includ+s: E minimum from end. `NOTE FROM OPERATOR " NOTE FROM OPERATOR • Mageo - aneoa Blocklnq panels, rim joist or rim board to Dearing plate: 00 NOT allow workers - . nn, U,, . e; , , DO NOT stack building TJt'J blocking panels or rimjoist: 10d (3") box nails at 6" o.c. THIS LAYOUT AND THE ASSOCIATED to walk on joists until materials on unsheathed PLANS PROVIDED FOR ENGINEERED braced Trus Joist nm board: Toenail with 10d (3^) box nails at 6' o.c. or 16d MATERIALS LIST HAVE BEEN PREPARED LAYOUT ARE INCOMPLETE - ROOF WARNING NOTES: JOISTS. - (3Y2) box nails at 12" o.c. Plot ID Length Product, Plies Lack of proper bracing during construction:an result in serious accidents. Under _ ' Shear transfer. Connections equivalent to decking nal schedule. PROVIDED TO DARTMOUTH BLDG. SUPPLY, NOT INCLUDED WITH SUBMITTED PLANS. normal conditions it the following guidelines ire observed, accidents will be avoided. CO. IT REMAINS THE RESPONSIBILITY OF LOADS MAY HAVE BEEN ADDED TO LAYOUT 1. tnsian e t bd: g, nange s, nm boaMs en- :n�i, a Ti ate i and wrQorts. Rim board, dm loist or closure to TJI C joist:' t�"width orless: Two 10d (3') box Waits, one each at top and Hdl 4' 13/4" x 7 1/4" 1.9E Microllam LVL 3 3 5 RESPONSIBLE PERSONS TO REVIEW THIS wl� joists are unstame unto iracea laterally 'z - : TJI'�? foists at bearings: Two Bd (V2") box nails (1 each side), 1 Y" Bracing Includ+s: E minimum from end. `NOTE FROM OPERATOR " NOTE FROM OPERATOR • Mageo - aneoa Blocklnq panels, rim joist or rim board to Dearing plate: 00 NOT allow workers - . nn, U,, . e; , , DO NOT stack building TJt'J blocking panels or rimjoist: 10d (3") box nails at 6" o.c. THIS LAYOUT AND THE ASSOCIATED to walk on joists until materials on unsheathed PLANS PROVIDED FOR ENGINEERED braced Trus Joist nm board: Toenail with 10d (3^) box nails at 6' o.c. or 16d MATERIALS LIST HAVE BEEN PREPARED LAYOUT ARE INCOMPLETE - ROOF WARNING NOTES: JOISTS. - (3Y2) box nails at 12" o.c. BASED ON PROJECT PLANS'AND/OR INFO. PLAN AND/OR ROOF SECTIONS WERE Lack of proper bracing during construction:an result in serious accidents. Under _ ' Shear transfer. Connections equivalent to decking nal schedule. PROVIDED TO DARTMOUTH BLDG. SUPPLY, NOT INCLUDED WITH SUBMITTED PLANS. normal conditions it the following guidelines ire observed, accidents will be avoided. CO. IT REMAINS THE RESPONSIBILITY OF LOADS MAY HAVE BEEN ADDED TO LAYOUT 1. tnsian e t bd: g, nange s, nm boaMs en- :n�i, a Ti ate i and wrQorts. Rim board, dm loist or closure to TJI C joist:' t�"width orless: Two 10d (3') box Waits, one each at top and THE ARCHITECT, DESIGNER OR OTHER (ALL LOADS WERE ASSUMED BY 5 RESPONSIBLE PERSONS TO REVIEW THIS wl� joists are unstame unto iracea laterally 'z - : TJI'�? foists at bearings: Two Bd (V2") box nails (1 each side), 1 Y" Bracing Includ+s: E minimum from end. `NOTE FROM OPERATOR " NOTE FROM OPERATOR • Mageo - aneoa Blocklnq panels, rim joist or rim board to Dearing plate: 00 NOT allow workers - . nn, U,, . e; , , DO NOT stack building TJt'J blocking panels or rimjoist: 10d (3") box nails at 6" o.c. THIS LAYOUT AND THE ASSOCIATED to walk on joists until materials on unsheathed PLANS PROVIDED FOR ENGINEERED braced Trus Joist nm board: Toenail with 10d (3^) box nails at 6' o.c. or 16d LEVEL NOTES File Name: DAVE DOVELL.JOB Level Name: IST FLP WALLS Plotted: 7/8/2003 14:02 Design Status: 1ST FLR......... 7/8/200313:40 IST FLR WALLS..)/8/2003 13:36 ROOF ............ 7/8/200313:36 NOTE: Level design tines indicated above provide assurance for proper level stacking. Design Methodology: A5C Floor Area Loadinq Is: Opsf Live Load and 0 pif Dead Load Maximum Joist Deflectiol: L/480 Live Load L/240 Total Load TJ -Pro Ratinq Informaticn: Weiqhted Average: 51 Lowest Ratinq: 40 Highest Ratinq: 70 Glued & Nailed Deckirq is Required Direct Applied Ceilingis Not Required Floor Decking: 23/32'.Structurwood Edge Gold (24 Span Rating)' Standard Blocking: 8k8' 'Unless noted otherwise Layout Scale: 114" = 1' MATERIALS LIST HAVE BEEN PREPARED LAYOUT ARE INCOMPLETE - ROOF WARNING NOTES: JOISTS. - (3Y2) box nails at 12" o.c. BASED ON PROJECT PLANS'AND/OR INFO. PLAN AND/OR ROOF SECTIONS WERE Lack of proper bracing during construction:an result in serious accidents. Under _ ' Shear transfer. Connections equivalent to decking nal schedule. PROVIDED TO DARTMOUTH BLDG. SUPPLY, NOT INCLUDED WITH SUBMITTED PLANS. normal conditions it the following guidelines ire observed, accidents will be avoided. CO. IT REMAINS THE RESPONSIBILITY OF LOADS MAY HAVE BEEN ADDED TO LAYOUT 1. tnsian e t bd: g, nange s, nm boaMs en- :n�i, a Ti ate i and wrQorts. Rim board, dm loist or closure to TJI C joist:' t�"width orless: Two 10d (3') box Waits, one each at top and THE ARCHITECT, DESIGNER OR OTHER (ALL LOADS WERE ASSUMED BY - bottom flange. '11 2 Establish a Pennanen deck fshealhhg). nailed to tN fin a "M )ants at the end of ine Dry or Matt- end mg. RESPONSIBLE PERSONS TO REVIEW THIS DESI6NER) LAYOUTS MUST BE APPROVED " TJYV /Prow 130, 350,'100C & 300C rim joist Two 16d (3%") box INFORMATION TO ASSURE THAT IT IS BY BUILDER PRIOR TO ORDERING 3. safotystMfln-s m> a t any t nenax� e� a Ma�e� a s�2a a Eneat eda ea- nails, one each at top and bottom flange. . APPROPRIATE, ACCURATE dt"COMPLETE. MATT=RIAL '. '. _-'4. TJIO IPror" 550 &'400C rim joist Toenail icist to rim joist with one S'haacMrrg mixt be property naiWd to earn �J�fl fast before addecmal ba±s wn bm{�Iaoed mtM systrn IM 11^1h,v,.nN n -,,l, �i.lens G.��.... ate..,.., LEVEL NOTES File Name: DAVE DOVELL.JOB Level Name: IST FLP WALLS Plotted: 7/8/2003 14:02 Design Status: 1ST FLR......... 7/8/200313:40 IST FLR WALLS..)/8/2003 13:36 ROOF ............ 7/8/200313:36 NOTE: Level design tines indicated above provide assurance for proper level stacking. Design Methodology: A5C Floor Area Loadinq Is: Opsf Live Load and 0 pif Dead Load Maximum Joist Deflectiol: L/480 Live Load L/240 Total Load TJ -Pro Ratinq Informaticn: Weiqhted Average: 51 Lowest Ratinq: 40 Highest Ratinq: 70 Glued & Nailed Deckirq is Required Direct Applied Ceilingis Not Required Floor Decking: 23/32'.Structurwood Edge Gold (24 Span Rating)' Standard Blocking: 8k8' 'Unless noted otherwise Layout Scale: 114" = 1' ) 1 LEVEL NOTES File Name: DAVE DOVELL.JOB Level Name: IST FLP WALLS Plotted: 7/8/2003 14:02 Design Status: 1ST FLR......... 7/8/200313:40 IST FLR WALLS..)/8/2003 13:36 ROOF ............ 7/8/200313:36 NOTE: Level design tines indicated above provide assurance for proper level stacking. Design Methodology: A5C Floor Area Loadinq Is: Opsf Live Load and 0 pif Dead Load Maximum Joist Deflectiol: L/480 Live Load L/240 Total Load TJ -Pro Ratinq Informaticn: Weiqhted Average: 51 Lowest Ratinq: 40 Highest Ratinq: 70 Glued & Nailed Deckirq is Required Direct Applied Ceilingis Not Required Floor Decking: 23/32'.Structurwood Edge Gold (24 Span Rating)' Standard Blocking: 8k8' 'Unless noted otherwise Layout Scale: 114" = 1'