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<br /> General A r VI I n
<br /> b b e V� ` O V American Property Development Inc.
<br /> 110110th Avenue NE suite 550
<br /> 1. All design and construction shall conform to the 2015 International 18. See mechanical, plumbing, and electrical drawings for the following: C. Submittals of contractor-designed components shall include the Be��e�ue,wasaooa
<br /> Building Code and local jurisdictional amendments per state, county, city. etc. Pipes, sleeves, hangers, trenches, wall, floor, and/or roof openings, duct designing professional engineer's stamp and signature, as noted A.B. AnchorBolt M BendingMoment
<br /> penetration, electrical conduit runs, boxes, outlets in walls and slabs, concrete above. The submittal shall be approved by the component vendor Ac� American Concrete Institute MATL Material (CONSULTANT'S LOGO AND ADDRESS)
<br /> 2. References to ASTM and other standards shall refer to the latest edition inserts for electrical, mechanical or plumbing fixtures, size and location of prior to review by the Structural Engineer of Record. A°F abo�e F���sh F�oor M.B. Machine eo�t °
<br /> AGGR. Aggregate MECH. Mechanical �
<br /> designated by IBC Chapter 35. Refer to the specifications for information in machine or equipment bases, anchor bolts for mounts, etc., except as shown AIA AmericanlnstituteofArchitects MED. Medium
<br /> addition to that covered b these structural notes and drawin s. The followin or noted. See also note 13. D. The desi nin rofessional is res onsible for code conformance and all A�sc American Institute of Steel Construction MET Metal
<br /> y g 9 J 9 p p AISI American Iron and Steel Institute MEZZ. Mezzanine '' '' '? ' '� � � �' ' � `=f
<br /> standards were used for design. necessary connections not specifically called out on architectural or ALT. Alternate MIN. Minimum
<br /> AL. Aluminum MIN. Minute 201 N. Maple Grove Ste. 100
<br /> 19. For mechanical and electrical equipment anchorage that is to be designed by structural contract documents. ANs� American National Standards Institute MISC. Miscellaneous BOISE IDAHO 83704
<br /> Building Code Requirements for Structural Concrete ACI 318-14 others, see IBC section 1613 and ASCE 7 chapter 13. Use isolators, APPROX. Approxim Pe oodAssociation MK Ma kfe Phone(208) 342-7168
<br /> ARCH. Architect or Architectural MULT. Multiple LE JOB# 154191.00
<br /> Seismic Provisions For Structural Steel Buildings AISC 341-10 fasteners and bracing approved by ICGES or approved third party capable of E. Submittals shall include details of connections to primary structure that ASPH. Asphalt ALLSTRUCTURALDETAI�USEDONTHIS
<br /> transmittin code re uired lateral loads. Secure sus ended e ui ment with indicate ma nitude and direction of all loads im osed at oint of ass'Y. Assembly N North PLANARECOPYRIGHT�C) OFLOCHSA
<br /> S ecifications For Structural Steel Buildin s AISC 360-10 g a p a p g p p ASTM AmericanSocietyforTestingandMaterials NF NearFace ENGINEERINGOFIDAHO.�HERE-USEOF
<br /> p g AVG. Average NO.or# Number ANY DETAILS AND CONCEPTS IS NOT
<br /> lateral bracing. connection. A��EPTAB�EW,T„o�T�,nEN�oNSENT
<br /> North American S ecifications For The Desi n Of AISI S100-12 AWS AmericanWeldingSociety NOM Nominal OFLOCHSAENGINEERINGOFIDAHO
<br /> p 9 NTS Not to Scale
<br /> Cold-formed Steel Structural Members 20. For piping and ductwork bracing to be designed by others, see the latest F. Design criteria shall be provided with submittal and calculations shall B.,BOTT. Bottom Ns Near Side
<br /> Minimum Design Loads For Buildings And Other Structures ASCE 7-10 edition of"Guidelines for Seismic Restraints of Mechanical Systems" by the be made available upon request. B°o�. B°tla g °oo OutsidetDiameter P M� H F�
<br /> Sheet Metal and Air Conditionin Contractors National Association. B�Kc. B�o�k��g OPP. Opposite � oF ASH '
<br /> National Desi n S ecifications For Wood Construction NDS-12 9
<br /> g p BOD Bottom of Deck ORIG. Original � .�E �N�
<br /> G. Refer to other discipline's contract documents for additional deferred BPL Base Plate O.S B. Oriented Strand Board o �P . �'
<br /> 21. SHOP DRAWINGS: components that may require structural design and details. Connections BTG Bent'n9 °ows� Open�W b Steel Joist � ��:, �
<br /> All specifications and codes noted shall be the latest approved editions and A. Shop drawings and material submittals shall be submitted to the Architect of these elements shall not induce torsion on structural members. c Channel PC. Piece
<br /> revisions by the governmental agency having jurisdiction over this project. and Structural Engineer of Record rip �or to any fabrication or construction. cF. cub��FooGravity PEN. Pene4-atonrCubicFoot � �; :
<br /> Electronic submittals shall be made where possible. Any submittals H. Deferred Structural Components shall be manufactured, delivered, c� Center Line PERM Permanent �G 3548 � �
<br /> 3. The Contractor shall verif all dimensions rior to startin construction. The containin hard co ies shall include one re roducible and one co handled, stored, and field erected in conformance with instructions COL. Column PLRP Paeendicular ��.� RA� EN G\a�
<br /> y p g g p p pY' CONC. Concrete P.P Partial Pen. Ss�o N A� EN
<br /> Architect shall be notified of any discrepancies or inconsistencies. reproducible will be marked and returned. Additional copies of reviewed prepared by the component vendor. coNs"T. const�U`�t�o� PS�J Pou�ds Per Square Foot 03-��.0�0��202
<br /> shop drawings are the responsibility of the general contractor. No CONT. Continuous Ps� Pounds Per Square Inch
<br /> 4. Summa of Work: Pro�ect consists of new construction as shown on these modifications or substitution of drawin s and s ecifications will be I. The followin list includes the items that are defined as Deferred cnnu Concrete Masonry Units P-T PostTension,PostTensioned
<br /> ry � g p g C.Y. Cubic Yard P.T. Pressure Treated COPYRIGHT CU2005, ALL RIGHTS RESERVED
<br /> Contract Documents used in coordination with the Architectural and other accepted via shop drawing review. Contractor shall review and stamp Structural Components. Additional items may be included in the
<br /> discipline's documents. See also note 7. shop drawinqs prior to submission to the Architect/Structural Enqineer. project s eCIIICatIO1�S. DIAG Diameter QTR. Quarter
<br /> p SUBMITTAL/REVISIONS
<br /> Contractor shall review for com leteness and com liance with contract DIMS. Dime�sions RAD.or R. Radius
<br /> p p D F. Douglas Fir REF Reference # DATE DESCRIPTION
<br /> 5. Warranty: The EOR has used the degree of care and skill ordinarily exercised documents including addendum's, clarifications, etc. See also note 7. J. Deferred structural components: ow�. o�aW��g REINF. Reinforce ento�rReaforcing
<br /> under similar circumstances by members of the profession in this locale and no a. Handrails, guards, grab bars, and wall mounted shower seats E. East REQD. Required
<br /> EA. Each REV. Revise or Revision
<br /> other warranty, either expressed or implied, is made in connection with B. Submit shop drawings to the Architect/Structural Engineer as indicated b. Plywood web joists E.J ExpansionJoint RM. Room
<br /> ELEC. Electric or Electrical R.O. Rough Opening
<br /> rendering professional services. or specified for review rior to fabrication. Review will be for general c. Continuous Rod Holdown Systems EL.or ELEV. Elevation or Elevator
<br /> conformance with desi n intent conve ed in contract documents. d. Metal Gratin and/or stair treads ENGR Engineer s soUtn
<br /> 9 Y g EOD Edge of Deck SCHED. Schedule
<br /> 6. Structure noted in the drawings as existing shall be field verified by the e. Post-tensioning systems E NR Edge Nail(aeng) SHT. Sheet orce
<br /> contractor and any discrepancies noted shall be reported to the C. When an engineer is required to sign and stamp shop drawings and EQ. Equal SHTG. Sheathing
<br /> Architect/Structural Engineer. calculations, ensure seal indicates engineer as registered in state 23. Coordinate all water proofing measures with architect. EST�P ESt�mae�t SK. Sketch
<br /> EXIST. Existing SPECS. Specifications
<br /> where project site occurs. �-r. EXter�or SQ Square
<br /> 7. Construction documents inctude but are not limited to: drawinqs, plan notes, S.S. Stainless Steel
<br /> FAB. Fabrication SSLT Short Slotted Holes Transverse
<br /> typical details, qeneral notes, custom details, specifications, etc. In addition to D. Shop drawings are not a part of contract documents, therefore, F.D Floor Drain to Direction of Load �
<br /> those prepared bv other disciplines. Architect's/Structural Engineer's review does not constitute an IG. FiguFeCe STR Sta�d�ard
<br /> authorization to deviate from terms and conditions of the contract. E pOXy I I1 StrU CtI O I1 S f O r F R F�oo� STRUCT Stru tural
<br /> 8. Do not scale the drawin s for dimensions not shown. See also note 7. AI1ChOrII1g RebC�r Oc BOItS FND. Foundation SYM. Symmetrical .
<br /> g FS Far Side
<br /> FT.or' Feet or Foot T AND G Tongue and Groove
<br /> FTG. Footing T AND B Top and Bottom
<br /> 9. Notes and details on the drawings shall take precedence over general E. Shop drawings will be rejected for incompleteness, lack of coordination TAN. Tangent
<br /> notes, typical details, and the project specifications. with other portions of contract documents, lack of calculations (if 1. Epoxy shall not be installed without prior approval of enqineer unless GA. GageorGauge THRU Th ough
<br /> re uired , or where modifications or substitutions are indicated without GALV Galvanize TJI TrusJoistMacMillan IJoist
<br /> q ) specifically detailed on the drawings. c.c. cene�a�cont�a�to� To Top Of
<br /> 10. Tvpical details and schedules indicated may not be specificallv referenced on prior review per paragraph A above. Resubmittals shall be clouded and GLB. GunLam(Beam) TOForTOFONC. TopofF otin9te
<br /> the drawinqs. The contractor is res onsible to determine where each t ical dated for all chan es to the submittal. Onl clouded ortions of 2. Bars must be deformed or threaded for the full embedment de th in e OX . GR.or GRD. Grade TOL. Tolerance
<br /> p yp g y p p p y GRND. Ground TOM or TO MASONRY Top of Masonry
<br /> detail or schedule applies. If locations are found where no typical detail, resubmittal will be reviewed and Structural Engineer of Record's review TOSorTOSTL. TopofSteel
<br /> t ical schedule, or s ecific detail a lies, notif the Architect/Structural stam a lies to onl tIl@S@ ar@aS. H.D. Hold down(Simpson) TOW or TO WALL Top of Wall
<br /> YP p pP Y p PP Y 3. Over-drill bar diameter as indicated by the Epoxy Manufacturer, and to the HORIZ. Horizontal TRANSV Transverse ,
<br /> Engineer. - Drawings indicate general and typical details of construction. depth indicated on the structural drawings. �a Inside Diameter TMP' Typical .
<br /> T ical details and eneral notes shall a I even if not s ecificall denoted F. Submit sho drawin s and calculations to overnin code authorit when �F Inside Face uN Unless Noted .�+
<br /> yp g pp y p y p g g g � IN.or" �ncnes uNo un�ess rvoted otnerwise �
<br /> on plans, UNO. Where conditions are not specifically indicated similar details specifically indicated or requested. 4. Clean hole per manufacture requirements. '"c�. '�°'Ude°�'�°'uded
<br /> VERT. Vertical �
<br /> of construction shall be used, subiect to review and approval by the Architect JNT. Joint V.I.F. Verify in the Field -�
<br /> and the Structural Enaineer of Record. G. Maintain a co of all sho drawin s acce ted b the Architect/Structural VOL. Volume
<br /> pY p 9 p Y 5. Any dirt, rust, and oil on the bars shall be removed. K Kip(1,000�bs.�
<br /> En ineer at site durin construction eriod. K.o. K�o�koUt w west �
<br /> g g p w Wide Flange N
<br /> 11. The contract Structural drawings and specifications represent the finished 6. Durin the e ox mixin and a licationr1rocess, install in strict accordance �M Laminated WD. Wood
<br /> 9 P Y 9 pp N Ib. Pound W.P. Work Point
<br /> structure. The do not indicate the method of construction. Contractor to H. Structural En ineer re uires 10 workin da s after recei t of sho with ICC Re ort and the E ox Manufacturer's s ecifications exactl . �� �o�s Wr. Weight �
<br /> Y J q g Y p p P p Y p Y � Angle �
<br /> provide construction means, methods, techniques, sequences and procedures drawings and calculations for processing. �.�. ��gnicau9e X-H� F�ctraHeavy
<br /> is required. Contractor ta provide adequate excavation procedures, shoring, 7. Vertical holes to be filled from the bottom are to use an epoxy gel. �BB �o gHLeg BackTocBack X-STR Extra Strong ,�x �
<br /> bracin and erection rocedures com I in with national state and local I. As a minimum submit sho drawin submittals shall include the followin LLH Long Leg Horizontal Yo. Ya�a w
<br /> g p p y g � p g g LLV Long Leg Vertical
<br /> safety ordinances. The Contractor shall provide all measures necessary to items plus, additional items listed in the project specifications for 8. The followin e ox s stems are acce table for use in full COUted maSOnC . LONG. Longitudinal z� DoubleAngle ' � a
<br /> g p Y Y p y g Y LVL Laminated Veneer Lumber n, �
<br /> protect the structure during construction. Such measures shall include, but structural review, but not be limited to: HILTI HIT HY-150MAX ICC ESR-1967 LW LightWeight r' Z
<br /> not be limited to: bracing and shoring for loads due to hydrostatic, earth, wind a. Contractor Quality Control testing procedures when required in SIMPSON SET EPDXY TIE ICC ESR-1772 � .� �
<br /> or seismic forces, construction equipment, temporary loading, etc. specifications Q F- �
<br /> b. Concrete mix designs NOTE: The above noted epoxy may be used for hollow cell masonry S m bo I Le e n d � � z
<br /> 12. Observation visits (site visits) by representatives of Architect/Structural c. Concrete construction joint plans assemblies pending engineer of record review and approval of each y g � _
<br /> Engineer do not include inspection of construction means and methods. Site d. Concrete reinforcing bar shop drawings and placing plans application and location. ((� � 2
<br /> visits during construction are not continuous nor detailed inspection services e. Reinforcing bar mill certificates shall be available upon request �
<br /> which are to be performed by others. Observations are performed solely for f. Post-tensioning reinforcing and stressing sequence plan 9. The following epoxy systems are acceptable for use in uncracked, cracked -� Slope Direction (down) Symbols for Concrete per ACI �j Q
<br /> the purpose of determining if the Contractor understands design intent shown g. Studrails and seismic concrete applications: AT Spacing - Center to Center � �
<br /> in the contract drawings. Observations do not guarantee Contractor's h. Concrete accessories material specification, size and location HILTI HY150MAX-SD ICC ESR-3013 Span Direction � �
<br /> performance and are not to be construed as supervision or verification of i. Fabrication shop AISC Certification or statement of equivalent HILTI HY200 SAFE SET ICC ESR-3187 -�8,_0„- �� Direction in Which Bars Extend J O W �
<br /> construction. testing and inspection procedures. SIMPSON SET-XP EPDXY TIE ICC ESR-2508 -�� Miscellaneous Elevation � � �
<br /> j. Structural steel mill certificates shall be available upon request POWERS PE1000+ ICC ESR-2583 99'-�0" Limits of Area Covered By � � W
<br /> - Floor or Steel Elevation �
<br /> 13. Notify the Structural Engineer rip �or to constructing or fabricating, when k. Structural steel shop and erection drawings SIMPSON AT XP (COLD WEATHER) IAPMO-UES 263 Bars or Post Tension W �
<br /> drawings by others show openings, pockets, etc., not shown on the I. Welding Procedure Specifications and certifications HILTI HIT-RE 500 SD ESR-2322 o W
<br /> structural drawings, but which are located in the structural members. m. Metal deck material submittal �� Rigid Connection Welding symbols per AWS �
<br /> � n. Metal deck and accessories layout 10. Threaded anchor rods shall be ASTM F1554 Grade 36 unless noted Svmbols for Structural Steel per AISC
<br /> � 14. Products that require a report on code compliance shall have an ICC-ES o. Glued taminated members (certificates shall be on site and be otherwise. Masonry (CMU) Wall
<br /> � or IAPMO report evaluated for the above listed governing building code. available upon request) H H Brace Frame
<br /> �� Where required by the governing jurisdiction, a submittal as an alternate p. Engineered wood beams (certificates shall be on site and be 11. Use of any other epoxy in a seismic / cracked concrete location will only be �� Brace Down
<br /> y material and method is required for all reports evaluated to an earlier edition available upon request) considered with an approved third party evaluation report that includes o.`� a` - Concrete Wall �zt�
<br /> �� of the IBC. Re orts evaluated to codes other than the above listed code are not Pre-en ineered wood trusses la out and calculations. reco nition of earth uake resistance in accordance with the current IBC. ��, Chan e Ste in Elevation
<br /> p q� 9� Y g q 9 � P) � �.J
<br /> apermitted, unless allowed by the governing jurisdiction. r. Hold down systems layout and calculations. i i i i i i i- Earth (n �
<br /> � sc 2-3 Slip Critical Connection
<br /> � 15. Contractor shall investigate the site during clearing and earth work operations 22. DEFERRED STRUCTURAL COMPONENTS: New Construction �- � W
<br /> � for filled excavations or buried structures such as cesspools, cisterns, A. Components referred to as Deferred Structural Components shall � Number of Bolts per Row Z Q
<br /> W, foundations, utilities, etc. If any such structures are found, the Structural comply with these notes. These elements have not been permitted under Number of Rows W (�
<br /> � Engineer shall be notified immediately. the base building application. The contractor will be required to submit the Existing Construction ? _J W
<br /> � component system documents to the building official for approval. The � --- Revision Cloud and Number v Q
<br /> � 16. Construction materials shall be spread out when placed on framed floors or documents shall be stamped and signed by an engineer licensed by the _ o � ~
<br /> " Section Cut Number of Nelson O
<br /> N roofs. The construction material load shall not exceed the design live load per state where the project is located. The deferred structural components - Studs required O � z
<br /> �� square foot. Provide adequate shoring and/or bracing where structure has not shall not be installed until the design and submittal documents have been � �
<br /> ° attained design strength. approved by the building official. v
<br /> � W12x19 [10) c=3/4" � U
<br /> 3' - Elevation ~
<br /> ? 17. See the architectural drawings for the following: B. Prior to building department submittal, the deferred structural � � �
<br /> y - Reference AISC beam designation � �
<br /> � Size and location of door and window openings, size and location of interior components submittals shall receive cursory review by Structural Z
<br /> � and exterior non-bearing partitions, size and location of concrete curbs, floor Engineer of Record for loads imposed on primary structure and general Depth of steel joist � �
<br /> � drains, slopes, depressed areas, changes in level, chamfers, grooves, inserts, conformance with design concept of the project and general compliance SFRS Seismic Force Uniform live load (PLF) � � �
<br /> � size and location of floor and roof openings, floor and roof finishes stair with the information given in the Structural Contract Documents. Review Resisting System �-- o � �
<br /> � framing and details, dimensions not shown on the structural drawings, ceiling of submittals does not constitute approval or acceptance of unauthorized 14K 240/130 � o �
<br /> a assemblies, exterior wall assemblies,etc. deviation from Contract Documents. � � _ Uniform total load (PLF)
<br /> � Series of steel joist pRq�gy
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