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Home My WebLink About81 Winslow Gray Rd plan 8Do not out holes near bearing support ' O LIMinimum distance per Boise joist hole chart. Do not support joist by top Do not cut, notch or drill flanges flange and/or web. NON -SEARING WALL : I ROOF T SEARNG WALL FLOOR TRUSS � LEFT ENS LEFT END INDICATION HD4-DRP INDICATIONi . GENERAL FRAMING NOTES: 1. All 2x framing shown as an aid to the framer for proper insallation of roof trusses, engineered wood products, steel and any other products designed by National or Reliable Truss & Components. Builder, framer and/or proffesional on record is responsible to ensure that all 2x material is installed to conform with all applicable building codes. 2. Layouts / placement plans are provided as a guide to the installation of metal plate connected wood trusses, engineered lumber products, light gage steel trusses, structural steel and/or panelized walls used as framing components. Layouts shall be used in conjuction with structural drawings and details. Refer to structural drawings for all blocking, connections and misc. framing not showon on these documents. Structural drawings take precedence in case of discrepancies. 3. This placement diagram represents our best interpretation of the building documents and material supplier agreement with our customer. Contractor and building designer should coordinate this plan with the building documents including plumbing, electrical mechanical and fire safety. 4. Structural components have been designed at the request and specification of the customer as an individual building component in a vertical plan to be incorporated into the building design at the specification of the building designer. 5. All dimensions should be verified in field prior to component erection. 6. Reliable Truss & National will not accept any back charges for repairs or modifications without notification prior to work being done and without reasonable opportunity to review the problem. Back charges must be agreed upon by all parties prior to work being done. METAL PLATE CONNECTED WOOD TRUSSES 1. Lateral Restraint (Bracing) requirements shown on individual truss designs are for the lateral support of individual truss members only. Temporary bracing to insure stability of the trusses during construction is the responsibility of the truss erector. 2. Reference "Building Component Safety Information BCSI 2006 Guide to Good Practice for Handing, Installing Restraining and Bracing of Metal Plate Connected Wood Trusses" available from the Structural Building Component Association (SBCA) www.scindustry.com and the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1. 3. Unless contracted otherwise, Reliable Truss & Components scope of truss engineering and design is in strict accordance with Standard Design responsibilities shown in ANSI/TPI 1. 4. Carefully review individual truss designs and truss detail sheets for important additional design and installation information. 5. Do not stack construction materials on floor or roof trusses that induce loading on the trusses greater than designated loads. 6. Under no circumstances shall trusses be cut or altered in anyway without prior written authorization from Reliable Truss & Components. 7. Contractor or building designer is responsible to assure that foundations are adequate to support the loads imposed by the trusses. 8. Camber is not a structural consideration. Building designer is responsible for accommodating -truss deflection in the structure. 9. Dimensions shown are to face of stud/bearing and face of truss 10. Fasten truss to bearings with one USP RT7A connector each unless noted otherwise on this drawing. 11. Apply roof sheathing to supporting trusses prior to setting valley trusses u.n.o. 12. Overframing must transfer loads uniformly to supporting trusses below. Trusses have not been designed for concentrated loads. 13. Warning: Some hangers and uplift connectors cannot be properly installed after setting the trusses and/or sheathing the roof. 14. Truss to truss, truss to beam and uplift connectos shown on this placement diagram take precedence over those that may be specified on individual component designs. Connectors shown herein meet or exceed those indicated on the individual designs for the specific application. 15. Non -manufactured components may be shown on this diagram as an aid to the framer. Design responsibility is accepted only for those individual components whose sealed engineering accompanies this diagram. DESIGN NOTES [01 ] NOTE TO FRAMER: please be aware the framing program used to generate this drawing will sometimes overlap structural member labels on top of each other. If you are unable to read and/or understand a member's label, please call National's engineering department at (508) 339-8020. [02] The floor system on this plan was engineered with the standard design load values from the local building code in effect at the time of the "submission" date shown on this document (or as shown within the plans). Any additional loads (i.e. Granite countertops, ceramic tile, etc... ) that are not specified within the engineering calculations or plans may require re -engineering of structural member(s) by National Lumber's engineering department. [03] National will meet or exceed any structural members (i.e. joists, beams and supporting members) designed by an outside Architect or Engineer as shown on the construction documents. [04] Reference engineered wood products (i.e. I -joists, LVL's, rim board, versa -lam columns, etc...) manufacturer's specifier guide and/or installation guide (provided by National Lumber at time of delivery) for additional installation details, tables and/or recommendations. If one is not available please call National's Engineered Wood Products department at (508) 339-8020 for a copy. [05] 2X FRAMING NOTE: The conventional framing represented on this layout is based on the Architect's / Engineer's plans and is shown merely as a guide for the framer to locate proper installation of framing material as supplied by National Lumber. The General Contractor / Framer are to follow all Focal and state building codes when framing. ENGINEERED WOOD PRODUCTS SPECIAL NOTES: 1. All 2 and 3-ply LVL beams shall be nailed together with 16d sinker nails, unless noted otherwise on this plan. see nailing schedule for additional connection info. 2. All 4-ply LVL beams shall be screwed together with USP FL634M wood screws. Pattern and spacing as noted on the plans 3. Joists may be moved up to 3" in either direction to accommodate plumbing and/or any other construction practice. 4. See foundation plan for column & footing locations. 5. All beams are to be fully supported at each end with a minimum of (3) 2x4 spf #2 or (3) 2x6 spf #2 studs unless otherwise noted within these framing plans. 6. Input joist below all non -bearing walls over 8' in length unless noted otherwise. 7. Window & door headers are shipped in 14' lengths or longer. the material list shows the actual length to nearest foot. 4x2 WOOD FLOOR TRUSS NOTES: 1. Trusses spaced at 24" O.C. unless noted otherwise. 2. Non -manufactured components may be shown on this diagram as an aid to the framer. Design responsibility is accepted only for those individual components whose sealed engineering accompanies this diagram. 3. 2x6 Strongback braces are recommended or required as indicated on individual truss designs. Refer to detail sheet XX-25 for further details. 4. Trusses have been shortened 1 /8" at each end to better accommodate manufacturing, material and field tolerances. DESIGN LIVE LOADS NON -SLEEPING ROOMS: ............ 40 PSF SLEEPING ROOMS: ..................... 40 PSF ATTICS: ......................................... 20 PSF WALK-UP ATTICS: ....................... 30 PSF CEILINGS, EAVES, ETC.:., .......... 10 PSF DECKS, BALCONIES, ETC.: ........ 60 PSF ROOF SNOW LOAD: .................... XX PSF ROOF TRUSS TC LL:...................XX PSF ROOF TRUSS WIND LOAD: ........ XXX MPH LABEL LEGEND O I O 11J1, 2J1, ETC. - FLOOR JOIST i f100, 200, 300, 400 - FLOOR TRUSS U 500, 600, 700, 800, 900 -ROOF TRUSS t r RJ1, RJ2, ETC. - ROOF JOIST 1B1, 2131, ETC. - FLUSH BEAM > i 1131-DRP, 2131-DRP, ETC. - DROPPED BEAM j jRB1, R132, ETC. - ROOF BEAM H1, H2, ETC. - HANGER I O R1, R2, ETC. - RIM BOARD W Q I i I BLK1, BLK2, ETC. - BLOCKING — - LG1, LG2, ETC. - LEDGER -- IPAD J &HONE - P1, P2, ETC. - POST DOWN VIEWER W DOWNLOAD - POST UP EWP CP1, CP2, ETC. - COLUMN CAP ! PLATE INSTALLATION GUIDES IBP1, BP2, ETC. - COLUMN BASE / PLATE f IHD1-DRP, ETC. - WINDOW / DOOR HEADER J U O U) W 0 Y -J = I-- I- 0 Q�:mw° W 20 Oo0WZOCWZ Q Z d m- Z op w�'WDM a ry oz�Q 2W�w WwZW uJ 0WWW0- °�2Ln> M�0�Q Wn -JW ZZ:D(n OVZ� =W�z�ri0a. f--�m W Q 101aP Now .0 �I r UA CRITICAL WARNING Construction is to conform to information presented on these layouts. Any deviations from these layouts must be approved in writing by National or Reliable Truss & Components' licensed Structural Engineer prior to being implemented. Changes made without such authorization are the resposibility of the customer. It is the responsibility of the customer to engage the services of an independent Structural Engineer to validate any such changes. I i � w Q � O � i cc z H Q ri" E � z O � . �M Y U) �N z, CQ� CAN d= WUWn V�v OC C4U) QZ r�nci v�i� U Qcn THESE DOCUMENTS HAVE BEEN PRODUCED FROM PLANS WITH A LATEST DATE OF: Rec'vd 1-31-2023 DRAw1NG #: O_ OF 6 ,