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<br /> 1. GENERAL FRAMING 3. SOLID SAWN LUMBER 8. PLYWOOD i-JOISTS 1. The design of the foundation system is based on the Geotechnical report (and AmericanPropeRyDevelopment,�n�
<br /> 110110th Avenue NE suite 550
<br /> A. All wood framing details not shown otherwise shall be constructed to A. Solid sawn lumber shall compty with the latest edition of the grading A. Prefabricated plywood web I-Joists/Purlins (TJI Series or equal) shall any addenda) prepared by the following company: ae��e��e,wassooa
<br /> the minimum standards of section 2308 of the IBC. rules of the Western Wood Products Association (WWPA} or the West be designed, fabricated, and erected in accordance with the latest Company: Earth Solutions NW LLC
<br /> Coast Lumber Inspection Bureau (WCLIB). edition of ICC-ES ESR1153.
<br /> B. Coordinate the size and location of all openings with mechanical and Report No. ES-0599.05 (CONSULTANT'S LOGO AND ADDRESS)
<br /> architectural drawings. B. All solid sawn lumber shall be stamped with the grade mark of an B. Connections and bearing material to be designed and furnished by joist Dated: 1-16-2015 and Updated 1-22-2015 ����
<br /> approved grading agency. Solid sawn lumber shall have the following fabricator.
<br /> C. Provide double joists under all parallel partitions that extend over more minimum grades:
<br /> Copies are available for review at the Architect's office and contractor shall have � �' �' r f, 6 e 'l �` `'
<br /> than half the joist length and around all openings in floors or roofs uno. 2x4 Studs and Blocking DF-L No. 2 C. Contractor shall submit shop drawings with design calculations sealed a COpy at th@ JOb Slte. 201 N. Maple Grove Ste. 100
<br /> Provide solid blocking at all bearing points. by a registered engineer for review prior to manufacture. BoisE i�aHo ss�o4
<br /> 2x6 & 2x8 Studs and Blocking DF-L No. 2 Phone(208) 342-7168
<br /> 2. The foundation system is designed based on the following: �E�oB# �5a�s�.00
<br /> D. All wood framing in direct contact with concrete or masonry, exposed Joist, Top Plates, and Blocking DF-L No. 2 D. Additional members shall be supplied as required to support Soil Bearing Capacity 10000 PSF at Lowest Parking Level ALLSTRUCTURALDETAI�USEDONTHIS
<br /> PLAN ARE COPYRIGHT C OF LOCHSA
<br /> to weather, or that rest on exterior foundation walls and are located 4x Beams and Posts DF-L No. 2 mechanical equipment. Where bridging interferes with mechanical or ENGINEERINGOFIDAHO. HERE-USEOF
<br /> i� ANY DETAILS AND CONCEPTS IS NOT
<br /> Frost Depth �H ACCEPTABLEWITHOUTWRITTENCONSENT
<br /> within 18" of earth, shall be pressure-treated with an approved 6x Beams and Posts DF-L No. 1 other installations, remove bridging after deck is in place and replace OFLOCHSAENGINEERINGOFIDAHO. ,
<br /> preservative per IBC section 2303.1 .9. Cut or drilled sections of with additional manufacturer-supplied horizontal strut bracing at top and Equivalent Fluid Pressure 35 pcf
<br /> treated material shall be treated with an approved preservative per C. Interior nonbearing partitions may be DF-L Stud Grade. bottom chords. Unconstrained
<br /> P M. H FN
<br /> IBC section 2303.1.9. See IBC section 2304.12 for additional Equivalent Fluid Pressure 50 pcf �
<br /> Constrained P � oF ASH��
<br /> requirements. D. All exposed architectural lumber to be KILN DRIED (KD) uno . Moisture o ,�P` - � N
<br /> content at time of manufacturing 19 percent or less. Passive Pressure 350 pcf � �
<br /> E. Fasteners, including nuts and washers, in contact with perservative- Friction Coefficient 0.40 pcf
<br /> treated wood shall be of hot-dipped zino-coated galvanized steel, E. All lumber to be supplied with proper grade stamp to project. sT
<br /> stainless steel, silicone bronze or copper. Fasteners other then nails, Basement Wall Surcharge 150 pcf
<br /> 'S'G 3548 �
<br /> timber rivets, wood screws and lag screws shall be permitted to be F. Provide solid blocking for all wood columns through floors to support 3. The contractor shall provide for proper dewatering of excavations from surface °FFSS RA� E" NG �``�
<br /> of inechanically deposited zinc-coated steel with coating weights in below. water, ground water, seepage, etc. '�N A� �
<br /> accordance with ASTM A695, class 55 minimum. Connectors that 03-29-1
<br /> EXP.01/07/202
<br /> are used in exterior applications and in contact with preservative- 4. Drainage systems, including foundation, roof and surface drains, shall be F
<br /> treated wood shall hacve coatings types and weights in accordance 4. GLUED-LAMINATED BEAMS (GLB) installed as directed by the Geotechnical Report and IBC Section 1805. coPVR�cHr c�zoo5, ALLRIGHTSRESERVED
<br /> with the treated wood or connector manufacture's recommendations. A. GLB shall be Douglas Fir, combination 24F-V4 (1.8E) at simple span
<br /> In the absence of manufacture's recommendations,
<br /> a minimum beams and 24F-V8 {1.8E) at cantilevered or continuous beams with the 5. Vapor retarder placed below slab on grade shall conform to ASTM E 1643 and SUBMITTAL/REVISIONS
<br /> of ASTM A653, type G185 zinc-coated galvanized steel, or equivalent following minimum properties: Fb = 2400 psi, Fv = 265 psi, ASTM E 1745. Coordinate placement with Geotech and/or Architectural drawings. # DATE DESCRIPTION
<br /> shall be used. Fc (Perpendicular) = 650 psi
<br /> 6. The Contractor shall provide for the installation and design of all cribbing,
<br /> F. Allow for 1/2" of wood shrinkage/compression at each level (including B. All beams shall be fabricated using waterproof glue. sheathing and shoring required to safely and adequately retain the earth banks
<br /> foundation). Values are cumulative for the height of the building. and support any existing structures in accordance with all national, state and
<br /> Building systems such as mechanical, electrical, plumbing, fire C. Fabrication and handling shall be per the latest American Institute of local safety ordinances.
<br /> sprinklers, etc. shall have flexible components that account for the Timber Construction (AITC) standards.
<br /> potential wood shrinkage/compression. Architectural finishes shall also 7. All abandoned utilities, footings, etc., that interFere with the new construction
<br /> account for the potential wood shrinkage/compression. D. All beams shall bear the grade stamp and AITC stamp and certificate. shall be removed. Notify the Structural Engineer should any foundations for
<br /> existing structures be encountered that are not shown on the structural drawings.
<br /> G. All stud wall top plates shall be double members spliced with E. All beams shatl have standard camber u.n.o. on the drawings. .
<br /> 48" minimum lap with minimum of 24 - 16d nails each end of 8. Footings shall be placed and estimated according to depths shown on the
<br /> splice -48 nails total, unless noted otherwise. F. Unless noted on the drawings or specified by the architect, beams shall drawings. Excavations and subgrade preparation for footings and slab on
<br /> be 'INDUSTRIAL' appearance grade. grade shall be approved by the Geotechnical Engineer prior to placing the
<br /> H. Do not notch joists, rafters or beams, except where shown in details. concrete and reinforcing. The Contractor shall notify the Geotechnical
<br /> Obtain engineer's approval for any holes or notches not detailed. G. All laminations for 'GLU-LAM' beams shall be 1 1/2 inches thick and the Engineer when the excavations are ready for inspection. The Geotechnical
<br /> Holes through sills, plates, studs and double plates in interior, bearing overall size shall be as shown on the drawings. All laminations shall be Engineer shall submit a letter of compliance to the Owner. Should
<br /> and shear walls shall not exceed 1/3 the plate width. Use bored holes parallel to the bottom of the beam, unless nated otherwise on the soil encountered at these depths not be approved by the Geotechnical Engineer,
<br /> located in the center of the stud or plate. See typical detail for clarification. drawings. modified footinq elevations or footinq desiqns mav be reauired.
<br /> I. Cross-bridging or solid blocking shall be spaced per the more stringent H. Glued Laminated wood shop drawings shall be submitted to the architect 9. All excavations shall be properly backfilled. Footing backfill and utility trench
<br /> of the lumber manufacturer's recommendations or the following: for review before fabrication. backfill within the building perimeter shall be mechanically compacted in layers,
<br /> to the approval of the Geotechnical Engineer. See Geotechnical report for
<br /> Rafters greater than 8 inches in depth = 10 FT. oc maximum 5. ENGINEERED LUMBER requirements. Flooding will not be permitted. .�
<br /> Floor joists greater than 4 inches in depth = 8 FT. oc maximum A. Alf engineered lumber, shall be manufactured and installed in 10. The Contractor shall not backfill behind retaining walls before the concrete or �
<br /> accordance with I level Truss Joist Engineered wood products by
<br /> 2. FASTENERS AND HARDWARE Weyerhueaser or approved equal manufacturing standards as masonry walls have reached full design strength. The Contractor shall brace or �
<br /> A. Minimum nailing, unless otherwise noted, shall conform to table referenced in ESR-1387, and shall have the following minimum protect all building and pit walls below grade from lateral loads until attaching �
<br /> 2304.9.1 of the IBC. All nails shall be common, uno. Details govern properties: floors are completely in place and have reached full design strength. The N
<br /> over schedule. Contractor shall provide for the design, any required permits and the installation
<br /> Microlam,
<br /> E = Fb = Fc Fc Fv = of such bracing and protection. � �
<br /> B. Bolts, anchor rods, and lag screws shall be centered in members, uno. Laminated Veneer 2,000,OOOpsi 2,900psi (Perpendicular) (Parallel) 285psi
<br /> Lumber (LVL) = 750psi = 2,635psi 11. Sub-base below, slabs on grade shall be supported on natural grade or structural � �
<br /> C. Where automatic nailing is used, nail heads shall not penetrate fill as directed in the Geotechnical report or by a geotchnical engineer. Sub-grade . �
<br /> plywood sheathing. Connections listed are minimum permissible. 6. SHEATHING will be compacted per the recommendations of the geotechnical engineer and no � �
<br /> A. Plywood for roofs and floors shatl be C-C or C-D sheathing conforming sub-grade rutting will be allowed at time of concrete placement under slabs > z
<br /> D. When multiple members are grouped together, fasten with: 2 rows of to the current version of the Products Standard PS 1-09. Lay plywood on grade. � � �
<br /> 16d nails at 12" o.c. Use three rows of 16d nails at 12" o.c. for depths with face grain perpendicular to supports. All nailing shall be with (� C�
<br /> 14" or greater. common nails and solid 2x blocking shall be placed at all ridges and 12. Unless otherwise noted, footings shall be centered below columns or walls. � � z
<br /> valleys. All roof and floor sheathing shall be nailed with boundary ('� � 2
<br /> E. All bolts in wood shall conform to ASTM A307 bolts and shall be nailing along the entire length of supporting members used as "Drag" 13. EXISTING UTILITIES: ` (n
<br /> installed in holes bored with a bit 1/16 inch larger than the diameter members. A Drag member is a truss or beam designed to transmit a The contractor shall determine the location of all adjacent underground utilities 5 Q
<br /> rior to an excavation shorin , ile drivin , or ier drillin An utilit
<br /> of the bolt. Bolts and nuts seating on wood shall have cut steel lateral force and/or a diaphragm chord force as indicated on the framing p Y � 9 p J p g� Y Y �
<br /> washers under heads and nuts. Damage threads after installation plans. Provide blocking at panel edges where indicated on plans. All information shown on the plans and details are approximate and not verified by � �
<br /> to prevent loosening. plywood shall be of the following nominal thickness and span/index the structural Engineer of record. Contractor is to provide protection of any
<br /> rating and shall be nailed as follows unless noted otherwise: utilities or underground structures during construction. � � W
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<br /> F. Specified hardware shall be Simpson Strong-Tie installed per Level Thickness Span Rating Edge Nailing Field Nailing � � ;
<br /> manufacturer's recommendations, uno. 14. NEW UTILITIES: W
<br /> Contractor to determine the location of all new below grade utilities and o W
<br /> G. Sill plate maximum anchor bolt spacing shall be 48 inches on center ROOF 15/32" 24/0 10d AT 6" OC. 10d AT 12" OC. coordinate placement with new footings per typical details for foundations at or a
<br /> unless noted otherwise on plans and details. All anchor bolts (other FLOOR 3/4" T&G 40/20 10d AT 6" OC. 1 Qd AT 12" OC. adjacent to excavations and utilities.
<br /> � than bolts for holdowns) shall be 1/2" diameter with a minimum
<br /> � embedment of 9 inches into concrete uno. Anchor bolts for holdowns B. Plywood for shear walls shall be Structural I C-C or C-D, Span Index 15. RETAINING WALLS:
<br /> � shall not be considered as part of required anchor bolts for shear walls. 24/0 conforming to PS 1-09. Thickness shall be as called for on the A. Grade on either side of concrete walls shall not vary by more than 4", UNO.
<br /> �� All exterior walls shall be secured with minimum anchor bolts. Interior plans and shear wall schedule. Provide blocking at all panel edges. Slope of backfill shall not exceed 12H to 1V, UNO. Backfill behind all z
<br /> � walls may be driven shot pins according to alternate outlined herein All walls designated as shear walls shall be connected to roof and retaining walls with free draining, granular fill installed per the �
<br /> E' uno. floor diaphragms with boundary nailing to provide proper shear transfer. Geotechnical Report. Provide for subsurface drainage. Design pressures -
<br /> � used for the design of retaining walls are based on drained conditions. (n .
<br /> � H. Anchor bolts shall have 3" x 3" x 1/4" thick slotted plate washers under C. As an alternate to plywood, American Plywood Association (APA) B. Retaining walls are to be designed for active and passive soil pressures � W
<br /> � each nut. Edge of plate washer to be within 1/2" of sheathing. At shear perFormance rated sheathing may be used with prior approval of the per note 2. i- Q
<br /> � walls with sheathing on both faces alternate washer edges. owner and architect. Rated sheathing shall comply with ICC-ES Report C. Provide temporary shoring for tops of walls if backfill is placed prior to the W �
<br /> o, ESR-2586, Exposure 1, and shall have a span rating equivalent to or supporting structure being constructed. Supporting structure is the floor j .J W
<br /> � I. Installation of lag screws shall conform to 2015 NDS chapter 12 better than the plywood it replaces. Attachment and thickness framing and sheathing completely installed and attached to perpendicular o Q �
<br /> � (within 1/32") shall be the same as the plywood it replaces. Install walls. �
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<br /> � J. Pneumatic nailing shall be plain shank, coated or galvanized: per manufacturer recommendations. z �
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<br /> �' - " � .x2 1/2" min. len th D. Refer to the plans and shear wall schedule for required sheathing and o ~
<br /> a. 8d- 0.131 dia g
<br /> y b. 10d= 0.148" dia.x3" min. length nailing. Provide 7/16" APA rated sheathing on exterior surfaces nailed at �
<br /> �� c. 16d= 0.135" dia.x3 1/2" min. length all panel edges (block unsupported edges), top and bottom plates with � �
<br /> ? 8d common nails at 6"oc. and to all intermediate studs and blocking at Z �
<br /> E K. Hand nailing shall be sinkers, coated: 12"oc. Allow 1/8" gap at all APA sheathing panel edges and ends. � �
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<br /> � a. 8d= 11 1/2ga.x2 3/8"
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<br /> E b. 10d= 11 ga.x2 7/8"
<br /> � c. 16d= 9ga.x3 1/4" � � �
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