|
_ _ - . _.. . ._ _ _._._-_._-J-'_�t�_ll�.li�. .. .. .... . .......... . .. ... ...... . . ..__."_.. ..._.. .. ... . ...._.... . _... ... . . ... .._ . . .. .. ... . . .... ... . . . . . . . .. . . . . . ._ . . _ . .. . . . . .... . . . . . . . .. . . .. . . . . . . . . . . . . .. ' . .. . . .
<br /> STEEL ROOF DECK SEISMIC LOADS FOR EXISTING BUILDING: THE EXISTING BUILDING DOES NOT INTERIOR METAL STUD FRAMING SPECIAL INSPECTION
<br /> CONFORM TO THE PRESENT EARTHQUAKE CODE REQUIREMENTS FOR NEW BUILDINGS.
<br /> THE STEEL DECK SHALL BE OF DEPTH SHOWN ON THE STRUCTURAL DRAWINGS. THE SEISMIC CRITERIA FOR THE EXISTING BUILDING IS BASED ON IBC CHAPTER 34. INTERIOR PARTITIONS SHALL CONSIST OF METAL STUD TYPE FRAMING THAT HAS CURRENT THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC
<br /> THE GAGE OF DECK AND ITS CONNECTIONS TO THE STRUCTURE SHALL BE THE SEISMIC REHABILITATION FOR THE BUILDING HAS BEEN DESIGNED BASED ON ICC—ES EVALUATION REPORTS. CONNECTION OF STUDS, TRACK, AND OTHER ITEMS BY SECTION 1704. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR
<br /> DETERMINED BY -IHE CONTRACTOR BASED ON THE SPAN CONDITIONS, DEFLECTION THE PROCEDURES OUTLINED IN ASCE 41 USING THE FOLLOWING PARAMETERS: MEANS OF EITHER DRILLED—IN ANCHORAGE OR POWDER DRIVEN FASTENERS SHALL OCCUR CERTIFIED BY THE CITY OF EVERETT TO PERFORM THE IYPES OF INSPECTIONS
<br /> REQUIREMENTS, CONSTRUCTION LOADS, DIAPHRAGM SHEARS, REQUIRED WITH FASTENERS AS INDICATED IN THE MEfAL STUD ICC—ES REPORTS. CONNECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL � �
<br /> FLEXIBILITY FACTOR (F), AND THE SUPERIMPOSED GRAVITY LOADS AND WIND SEISMIC PERFORMANCE OBJECTIVE: SHALL ALLOW FOR THE BUILDING MOVEMENTS CITED ABOVE. THE CONTRACTOR SHALL BE BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES
<br /> LOADS SHOWN ON THE DRAWINGS, LOAD DIAGRAMS, AND NOTES. MINIMUM GAGE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF SOFFITS, SUSPENDED WALLS, CEILINGS, SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE .
<br /> IS 20. MAXIMUM DEFLECTION UNDER SUPERIMPOSED LOADS IS 1/2 INCH OR BUILDING LQCATION: LATITUDE: 47.9195°N OR CONDITIONS WHERE THE STUD FRAMING IS USED TO SUPPORT CASEWORK OR DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING �
<br /> L/240. THE DECK AND ITS CONNECTIONS SHALL PROVIDE A MINIMUM ALLOWABLE LONGITUDE: 122.2745°W SIZEABLE DOOR/WINDOW HARDWARE; THE METAL STUD FRAMING; AND ANY MISCELLANEOUS OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR
<br /> DIAPHRAGM SHEAR CAPACITY OF 500 POUNDS PER FOOT AND A MAXIMUM STEEL FRAMING THAT IS DETERMINED TQ BE NECESSARY BASED ON THE CONTRACTOR'S ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING.
<br /> FLEXIBILITY FACTOR (F) OF 25 MICRO—INCHES PER POUND, UNLESS NOTEQ MAPPED SPECTRAL ACCELERATION PARAMETERS: Ss = 1.445, S1 = 0.561 QESIGN. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS INDICATING IMPOSED LOADS
<br /> ON THE PRIMARY STRUCTURE FOR THESE CONDITIONS. SUBMITTED DOCUMENTS SHALL DESCRIPTION REFER TO IBC TABLE
<br /> OTHERWISE ON THE DRAWINGS. WRITTEN VERIFICATION OF CONFORMANCE FOR SITE CLASS: C �
<br /> ALL CONDITIONS IN THE STRUCTURE SHALL BE SUBMITTED FOR ACCEPTANCE BEAR THE STAMP AND SIGNATURE OF AN ENGINEER LICENSED TO PERFORM THE WORK IN ITEM IBC SECTION 1704) REQUIREMENTS
<br /> PRIOR TO FABRICATION. THE CAPACITIES OF THE DECK SHALL BE BASED ON SITE COEFFICIENTS: Fa — 1 .0, Fv — 1 .3 THE JURISDICTION WHERE THE PROJECT IS LOCATED. r:
<br /> CURRENT ICC—ES EVALUATION REPORTS. SHOP DRAWINGS SHALL BE SUBMITTED BOLTS INSTALLED ANCHOR BOLTS, HEADED STUDS TABLE 1704.4, ' �
<br /> SHOWING DECK GAGE, IAYOUT, CONNECTIONS, AND CLOSURES. ROOF DECK AND SPECTRAL RESPONSE COEFFICIENTS: Sos = 0.963, So1 = 0.486 BUILDING TOLERANCES IN CONCRETE (EXCEPT AT BEAM—TO—DECK ITEM 3
<br /> ALL OF ITS FLASHINGS SHALL CONFORM TO ASTM A653. THE STEEL SHALL HAVE INSTALLATION . �
<br /> RECEIVED, BEFORE BEING FORMED, A METAL PROTECTIVE COATING OF ZINC OCCUPANCY CATEGORY: II STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC � .
<br /> CONFORMING TO ASTM A653-60. ALL WELDING SHALL BE IN ACCORDANCE WITH CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR
<br /> AWS D1 .3. UNITS SHALL SPAN OVER FOUR SUPPORTS, CONTINUOUS OVER THREE TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. STRUCTURAL STEEL A. STRUCTURAL STEEL THAT IS TABLE 1704.3,
<br /> OR MORE SPANS, EXCEPT WHERE THE FRAMING DOES NOT PERMIT. IMPORTANCE FACTOR: le = 1 .0 AND WELDING PART OF THE STRUCTURE. ITEM 3
<br /> SEISMIC DESIGN CATEGORY: D EXISTWG STRUCTURE B. WELDING OF MEMBERS OR TABLE 1704.3,
<br /> NONCOMPOSITE UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE ENDS CONNECTIONS. ITEMS 4 AND 5
<br /> OF THE UNITS AND AT INTERMEDIATE SUPPORTS BY A MINIMUM OF FOUR EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE HIGH STRENGTH SEE SPECIFICATIONS FOR TABLE 1704.3 '4
<br /> CONNECTIONS PER 3'-0" OF WIDTH. WHERE TWO UNITS ABUT, EACH UNIT SHALL THE SEISMIC ANALYS(S UTILIZES THE LINEAR DYNAMIC PROCEDURE IN ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR � :;�:
<br /> BE SO FASTENED TO THE STEEL FRAMING. THE SIDE LAPS OF ADJACENT UNITS ACCORDANCE WITH SECTION 3.3 OF ASCE 41 . LOAQ COMBINATIONS AND TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION BOLTING PROCEDURES FOR INSPECTION ITEM 2 r
<br /> SHALL BE FASTENED BETWEEN SUPPORTS BY CONNECTIONS AT A MAXIMUM SPACING ACCEPTANCE CRITERIA FOR SEISMIC LOADS ARE IN ACCORDANCE WITH OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE AND TESTING.
<br /> OF 2'-0" ON CENTER UNLESS NOTED OTHERWISE. DECK UNITS SHALL BE SECTION 3.4 OF ASCE 41 . BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE ,
<br /> CONNECTED TO THE STEEL SUPPORTS AT THE SIDE BOUNDARIES AT A MAXIMUM REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER SHOP DRAWINGS
<br /> SPACING OF 2'-0" ON CENTER. CONNECTIONS SHALL BE MADE WITH WELDS, LOAD PATH FOR LATERAL FORCES: LATERAL FORCES ARE CARRIED BY THE ROOF TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS NOT
<br /> POWDER ACTUATED FASTENERS, OR PNEUMATIC PINS, SCREWS, OR MECHANICAL AND FLOOR DIAPHRAGMS TO THE BRACED FRAMES. MOMENTS, SHEARS, AND SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE
<br /> CRIMPING, PROVIDED THAT THE CONTRACTOR PRESENTS CALCULATIONS WITH ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE BRACED EMBEDMENTS, AND OPENINGS NOT SHOWN. SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.
<br /> CURRENT ICC—ES EVALUATION REPORTS DEMONSTRATING EQUIVALENT VALUES OF FRAMES IN PROPORTION TO THEIR ABILITY TO RESIST LATERAL DEFORMATION.
<br /> SHEAR CAPACITY, DECK CAPACITY, AND DECK FLEXIBILITY. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE
<br /> EXTERIOR CLADDING NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD;
<br /> WHERE STEEL MEMBERS ARE PARALLEL TO THE DECK FLUTES AND AT THE SAME THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR
<br /> THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE CLADDING SYSTEMS, RETAIN A STRUCTURAL ENGWEER LICENSED TO PERFORM THE WORK IN THE SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF # ,
<br /> ELEVATION OF THE BOTTOM OF THE DECK, ADJUST DECK LAYOUT AND WELD DECK INCLUDING THEIR STRUCTURAL INTEGRITY, WATERPROOFING SYSTEMS, AND JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE RECORD. THE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE
<br /> TO STEEL WITH SAME WELDING AS REQUIRED FOR SIDE BOUNDARIES. CONNECTION TO THE PRIMARY STRUCTURE. THIS TEMPORARY SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, :
<br /> STEEL DECK THAT IS TO BE COVERED WITH INSULATING CONCRETE SHALL BE TEMPORARY SHORING/BRACING. AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. •
<br /> SUBMITTALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY; REPRODUCIBLE
<br /> SLOTTED OR PERFORATED TO PROVIDE A MINIMUM OF 1 .5 PERCENT UNIFQRMLY CLADDING ATTACHMENTS SHALL NOT APPLY MOMENTS TO SLAB EDGES OR LATERAL WILL BE MARKED AND RETURNED.
<br /> DISTRIBUTED VENTING. PROVIDE FLASHING AND CLOSURE PLATES AT ALL PERIMETER LOADS TO STEEL BEAMS OR INTRODUCE TORSIONAL LOADS INTO STEEL BEAMS OR DEFERRED STRUCTURAL SUBMIITALS
<br /> LOCATIONS REQUIRING CLOSURE. THE DECK INSTALLATION, WHEN COMPLETE, SHALL BE COLUMNS. BRACES, ADDED REINFORCING, AND/OR TIES SHALL BE QESIGNED AND SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE
<br /> READY TO RECEIVE INSULATING CONCRETE. SUPPLIED BY THE CONTRACTOR FOR LOAD ECCENTRICITIES AND LATERAL LOADS. SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR—DESIGNED COMPONENTS PER ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITfALS BY THE CONTRACTOR IS
<br /> STEEL DECK TYPES SHALL BE VERCO TYPE HSB-36, ASC TYPE B, OR APPROVED EQUAL. THE CONTRACTOR SHALL SUPPLY ALL CONNECTION MATERIAL, BRACES, ETC. THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE
<br /> SUBMITTED DOCUMENTS SHALL INDICATE MAGNITUDE AND LOCATION OF ALL LOADS SUBMITI-AL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE �r�
<br /> IMPOSED ON THE PRIMARY STRUCTURE. BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE FURNISHED AND INSTALLEQ, AND BY DETAILING THE INTENDED FABRICATION AND �
<br /> STRUCTURAL DESIGN DATA STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS
<br /> EXTERIOR CLADDING CONNECTIONS SHALL ACCOUNT FOR STRUCTURAL DEFLECTION BETWEEN SHOP DRAWINGS SUBMITfALS AND THE CONTRACT DOCUMENTS ARE :
<br /> LOAD COMBINATIONS: LOAD COMBINATIONS ARE IN ACCORDANCE WITH AND CONSTRUCTION TOLERANCE DETERMINED FROM ACI 301 . IN ADDITION, THE DOCUMENTS FOR DEFERRED SUBMITI-AL ITEMS SHALL BE SUBMITTED TO THE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE �
<br /> SECTION 1605 OF THE BUILDING CODE. CLADDING DESIGN SHALL ACCOMMODATE A TYPICAL VERTICAL MOVEMENT AT EACH ARCHITECT, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE DESIGN PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS
<br /> FLOOR OF 1/2 INCH DUE TO VARIABLE LIVE LOADING. THIS QISPLACEMENT WILL OF THE BUILDING. THE CONTRACTOR SHALL SUBMIT THESE REVIEWED DEFERRED SHALL CONTROL AND SHALL BE FOLLOWED.
<br /> LIVE LOADS: 100 PSF AT STAIRS AND CORRIDORS, 25 PSF AT ROOFS, OCCUR AT THE FREE END OF CANTILEVER BEAMS AND AT MIDSPAN OF EDGE SUBMITTAL DOCUMENTS TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITfAL
<br /> 125 PSF MECHANICAL ROOM SLABS AND BEAMS. ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS SHOP DRAWINGS FOR DEFERRED SUBMITTALS THAT ARE DEFINED AS DESIGN—BUILD
<br /> HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. COMPONENTS IN THE CONSTRUCTION DOCUMENTS SHALL INCLUDE THE DESIGNING
<br /> SNOW LOADS: SNOW LOADING AND SNOW DRIFT LOADING SHALL BE IN THE CLADDING SHALL ACCOMMODATE LATERAL MOVEMENTS BETWEEN ADJACENT PROFESSIONAL ENGINEER'S STAMP FOR THE JURISDICTION WHERE TNE PROJECT
<br /> ACCORDANCE WITH THE BUILDING CODE (SECTION 1608). FLOORS PERPENDICULAR AND/OR PARALLEL TO THE WALL AS FOLLOWS: THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED IS LOCATED AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO �{� �
<br /> STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE
<br /> GROUND SNOW LOAD: Pg = 20 PSF STORY DRIFT FOR WHICH STORY DRIFT FOR WHICH ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS. BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE
<br /> CLADDWG MUST REMAIN CLAQDING ELEMENTS MUST NOT CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT �
<br /> IMPORTANCE FACTOR: Is = 1 .0 LEVELS UNDAMAGED (INCHES) FALL FROM BUILDING (INCHES) DEFERRED STRUCTURAL SUBMITTAL COMPONENTS: ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE �
<br /> MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE.
<br /> SNOW EXPOSURE FACTOR: Ce = 1 .0 ALL 0.5 1 .25 EXTERIOR CLADDING DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL.
<br /> THERMAL FACTOR: Ct = 1 .0 METAL STUD SYSTEMS STRUCTURAL OBSERVATION
<br /> FLAT—ROOF SNOW LOAD: Pf = 25 PSF MISCELLANEOUS METALS =
<br /> THE ENGINEER OF RECORD SHALL PROVIDE VISUAL QBSERVATION OF THE 1
<br /> MISCELLANEOUS ��`
<br /> WIND LOADS: WIND PRESSURE SHALL BE IN ACCORDANCE WITH THE BUILDING THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS � •
<br /> METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE
<br /> CODE (SECTION 1609). METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, ELEVATOR, OR OTHER COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT :
<br /> FINISHES OR OTHER BUILDING SYSTEMS. SPECIALTY ENGINEERING DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING BUT NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC '
<br /> BASIC WIND SPEED (3—SECOND GUST): V — 110 MPH LIMITED T0: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL SECTIONS 109, 1704, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING
<br /> ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, ANCHOR CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE OWNER,
<br /> EXPOSURE: C RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE NOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL ARCHITECT, CONTRACTOR, AND BUILDING OFFICIAL AT SIGNIFICANT CONSTRUCTION
<br /> VERIFY DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO
<br /> IMPORTANCE FACTOR: Iw = 1 .0 LATERAL LOADS BEING APPLIED TO THE BOTfOM FLANGE OF STEEL BEAMS. THE CONSTRUCTION. STAGES.
<br /> CONTRACTOR'S DESIGN SHALL VERIFY THAT THE CONNECTIONS DO NOT RESULT IN
<br /> ENCLOSURE CLASSIFICATION: ENCLOSED ADVERSE LOCAL CONNECTION STRESSES OCCURRING WITHIN THE PRIMARY WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING NUMBER
<br /> STRUCTURE. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER THUS, 1/S5.01 , THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL DRAWING S5.01 . - .
<br /> INTERNAL PRESSURE COEFFICIENT: GCpi — 0.18 LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS
<br /> LOCATED AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY
<br /> COMPONENTS AND CLADDING WIND LOADS: STRUCTURE. ,'
<br /> f 15 PSF AT WALLS
<br /> — 37 PSF AT ROOF MECHANICALf ELECTRICAL/PLUMBING SYSTEM SUPPORTS
<br /> THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS
<br /> AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL
<br /> MECHANICAL, ELECTRICAL {TELECON, AUDIO VISUAL, ETC), AND
<br /> PLUMBING/FIRE—PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS ��
<br /> ..�;
<br /> AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND '
<br /> CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. STEEL ROOF DECK
<br /> SHALL NOT DIRECTLY SUPPORT THESE SYSTEMS. THE CONNECTIONS TO THE PRIMARY •
<br /> STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE MISCELLANEOUS METALS "
<br /> SECTION ABOVE.
<br /> REFER TO MECHANICAL/ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR SPECIFIC ISSUE FOR PERMIT
<br /> SEISMIC BRACING SUBMITTALS REQUIRED. MAGNUSSON � Structural+CivilEngineers
<br /> SE KLEMENCIC � �301 fifthAvenue,Suite3200
<br /> P T E M B E R 1 , 2 016 �� Seattle Washington 98101-2699
<br /> ASSOCIATES � T:2062921200 F:2062921201 ,;?�� '
<br /> c ,
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTffLE CURRENT REVISION SYMBOL DATE � `
<br /> �,K T, ACCEPTABILITY M. KUBICKA 03.11.15
<br /> — 45-02 SUBSTATION ADDITION 16366665 MKA PTR 09.01.16 • �14 wns,�,�� THIS DESIGN AND/OR < STRUCTURAL GENERAL NOTES 16366665 — 09.01 .16 <
<br /> r , �
<br /> �`� .9 SPECIFICATION 15 APPROVED G. FRANCO 03.11.15 SHEET � -
<br /> �e � �' APPROVED BY DEPT. DATE GNcFRANCO 03.11,�5 TITLE 45-02 SUBSTATION ADDITION �
<br /> �OE,��� � CHECKED S 2 K 2
<br /> �, a,� I ,�, P.T. RYAN 03.11.15 n �
<br /> �p��T 1�3780 �����w ApPRo�Eo B U I LD I N G 45�Vo� JOB No. 16366665 COMP N0.
<br /> �' UR A L E� �
<br /> �sI�NALE�� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 45-002—S2K-2
<br />
|