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SPECIAL INSPECTION IS NOT REQUIRED WHERE FABRICATION IS
<br />PERFORMED IN AN APPROVED FABRICATOR'S SHOP AS PER CBC 1705.2
<br />ANS AISC 360 SECTION N7. JIMCO SALES AND MANUFACTURING IS AN
<br />AIDC APPROVED FABRICATOR (218031061-101NIT) AND A CLARK COUNTY
<br />APPROVED FABRICATOR (#114). THERE WILL BE NO FIELD WELDING.
<br />TABLE 2 - INSPECTION TASKS FOR BOLTING
<br />VERIFICATION AND INSPECTION TASK I CONTINUOUS PENOINI
<br />1. PRIOR TO BOLTING (TABLE N5.8-1, AISC 360-16):
<br />NM required if any snug-Ughtpins are.pecified [par Section N5.8(1) of AISC 350-161.
<br />a. Cakficau.na of fastener.
<br />X
<br />-
<br />C
<br />.ran
<br />It. Fasteners marked
<br />-
<br />X
<br />Verifyanalfasteners M1eve been maketlin a and- with
<br />ASTM requiremene.
<br />c. Proper fastenere far pat
<br />-
<br />X
<br />Vent' grade, type, antl bok length if tnreatls are liumdad
<br />PHASE OF
<br />CONSTRUCTION PER
<br />a C)
<br />THE GEOTECHNICAL
<br />from In. ahear plane.
<br />J. Proper bolting procedure
<br />-
<br />X
<br />Verify proper procedure A used for the joint dwell.
<br />e. Connecting elements
<br />-
<br />X
<br />Verify appropriate fraying surface w.d1non and hole
<br />preparation, if spedfieQ meat requirements.
<br />f.Pre-inaellatian verification tearing
<br />-
<br />X
<br />Or- antl doament venneuion testing by Installation
<br />V)
<br />U
<br />of
<br />a
<br />in
<br />3'-0"
<br />pelma -1 for fastener assemblies antl methods used.
<br />g. Proper storage
<br />-
<br />X
<br />Verify proper storage of bats, nue, washers, and at,,
<br />fastener components.
<br />2. DURING BOLTING (TABLE NS.fi-2, AISC 360-16):
<br />Not required if any snug -tight joints are specified jeer Section NEB(1) of AISC 360-161.
<br />Not required for join. using Nm-of-iheni melM1atl witM1 maMM1-making, tlirect-tension-indicators, ortwii-oR
<br />pretensionetl
<br />rype tension anbol meNotl [per Secipn N5.6(2) of AISC 360-161.
<br />Of
<br />3 m
<br />Q
<br />venythat fastener assemblies are of suitable condlibn,
<br />e. Fastener assemblies - X
<br />placed In all holes, and makers positloned as heal
<br />b. Snu ti ht to t...ionin - X
<br />g- g prior pre g
<br />Vent' Rhi joints are brought IS snug4ight condition prior to
<br />CS1
<br />pretensioning operation.
<br />c Fawner component X
<br />Verify bat faster., wmponenl is not tamaD by wrencM1
<br />prevented tram meting.
<br />Vent' Slat fasteners are Pretensioned In a.ordwce with
<br />d. Preenaionetl fastener. - X
<br />RCSC Specification, progressing systematically from the
<br />most rigid poli toward the free edges.
<br />3. AFTER BOLTING (TABLE N5.6-3, AISC 360-16):
<br />e. Docuh-...pU nee or reledlon of belted I X
<br />eotions
<br />TABLE 3 - INSPECTION TASKS FOR OTHER STEEL ELEMENTS
<br />VERIFICATION AND INSPECTION co"INUOUs FEwoohc D'R EONSO
<br />TASK
<br />1. OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-16; Tables J12-31 & J10R1, AISC 341-16):
<br />All fabricated steel or steel frames shall be
<br />inspected to Verify compliance with the details in
<br />a. Structural steel details
<br />-
<br />X
<br />the construction documents, such as braces,
<br />stiffeners, member locations, and proper
<br />application ofjoim details at each connection.
<br />Shall be on the premises during the placement of
<br />anchor rods and other embedments supporting
<br />b. Anchor rods and other
<br />armature steel for compliance with construction
<br />embedments supporting
<br />-
<br />X
<br />documents. Verify the diameter, grade, type, and
<br />structural steel
<br />length of the anchor rod or embedded item, and the
<br />extent or depth of embedment prior to placement at
<br />rete.
<br />TABLE 4 - REQUIRED VERIFICATION AND INSPECTION OF
<br />SOILS (CBC TABLE 1705.6)
<br />VERIFICATION AND INSPECTION TASK
<br />N11 Io
<br />INSTRUCTIONS
<br />a. Verify .,bgrad, i, adequate ro achieve tlesign
<br />- X
<br />Prior to placement of wncree.
<br />bearing .paciry
<br />b.Vanfy excavation. eland to ptapar depth end
<br />material
<br />X
<br />Prior to placement of compacted fill or wn-..
<br />A, VerHy that subgratle has been appropriately
<br />praparetl prior to placing compacted fill
<br />- X
<br />Prior to pl-ant x.mpacled fill.
<br />al PUn dasslf aidlon and testing x wmpacted
<br />All materials shall be checked at each Ilfi for proper
<br />illi materials
<br />- X
<br />clasalgcations and Shad- not less than once for Seen
<br />1oo-of curia. area.
<br />e. Verfy proper maerlals, derai les and Ilfi
<br />thicknesses during placement and Cumped.n.
<br />- X
<br />TABLE 5 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE
<br />CONSTRUCTION (CBC TABLE 1705.3)
<br />VERIFICATION AND INSPECTION TASK
<br />CONTINUOUS
<br />PERIODIC
<br />Very prior. placing concrete that reinforcing is of
<br />type, that it is tree
<br />1. Inspect relnfor.ment,i-ding prestressing
<br />speafietl gratle end size; of oil, dirt and
<br />rust; that It is locatetl and S.- properly; that hooks,
<br />bands, ties,
<br />tendo end verify placement.
<br />-
<br />X
<br />stirrups and supplamenel reir antan-are
<br />plead wrreclly; Rha[ DID II stagger and aRsis are
<br />providetl; and that all mechanical connexions are Instellatl
<br />par the manufacturers instructions arikar evaluation report.
<br />2. Welding of reinfordng steel
<br />a. Va. rat- of waltlablliry of reiiorang
<br />X
<br />Verify wxdabillty af relnfordng skel based upon carbon
<br />_
<br />bars outer than ASTM A706
<br />equivalent and in acwNenCS with AWS D14.
<br />b. Inspect singla-pass fillet wads, maximum te'
<br />X
<br />c. Inspect all other welds X
<br />-
<br />Visually inose[ all welds in aaoMance with AWS DIA.
<br />Verlyanchor rotl .=bed is of spacifled rype,grade
<br />S. An-Bembetls cast in wn-. -
<br />X
<br />and awe. Verify an Mor rod placement and embedment.
<br />4. Anchors past-Installetl In lira- concrete
<br />a. AdM1esive anah.r. inNSIIl.d horizontally ar
<br />X
<br />-
<br />All anchors Shall ba specially in.pexetl as
<br />All it
<br />--ty to resist sustained tannin Mads.
<br />required by the app... ICGEE report. ACI 318:17.8.2.4.
<br />b. M.xhanincal finch., and adM1esive anchors
<br />All posoinstall.d n,h,, shall be sirecally inspected as
<br />_
<br />rix dafin.d in 4.a.
<br />X
<br />required by Ira approved ICC -ES report. ACI 318:17.8.2.
<br />Verify that all mixes used comply with She approved
<br />5. Vargy use of required dlmix. -
<br />X
<br />wnatruelion documents; ACI 318: Ch. 19, 26.4.3, 26.4.44;
<br />and DEC 1904.1,1904.2, 1908 2, 1908.3.
<br />6. Prior. placement, fabrics. specimens for
<br />Strength tests, perform slump 6 air w nt test, X
<br />-
<br />ASTM C1]2, ASTM C31, ACI 318: 26.4, 28.12, DEC
<br />ASTM
<br />.ad delarmme concrete lemp.rawre.
<br />0
<br />7.1l wnmee 8 sM1otcree placement for X
<br />-
<br />ACI 318: 25.6, CBC 1908.6, 1908.7, 1908.8
<br />properipplastiontechniques.
<br />Verifythat the ambient temperature for concrete Ia kept -
<br />50' F for at least 7 days after placement.
<br />High, dy-strength concrete shall be kept at> 50° F for at
<br />least 3 tlays. Accelerated curing methods may be used (ACI
<br />8. Vargy maintenan. a Ste l- wring
<br />X
<br />316:26.5.3.2). Theambient temperaturefor-were hall
<br />ba.40' F for the same Period of time as noted for
<br />temperature and technlque..
<br />.ncmte.Sh-- SlUil be kept wninu.ul moist fast
<br />I...t. M1oura Al
<br />after ahataeting, wncrete maenals,
<br />emba-merit, form., filers, antl ground shall be free from
<br />frost. In hot weather conditions enre that appropriate
<br />re taken to -ad plastic shrinkage cracking and
<br />that the .pedfed waterlament ON, is not exceeded.
<br />NOTICE: THIS DOCUMENT IS THE PROPERTY OF JIMCO SALES & MFG. NEITHER THIS
<br />DOCUMENT NO ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR
<br />REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED
<br />FORANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN PERMISSION
<br />OF JIMCO SALES & MFG. IF THIS DOCUMENT IS LOANED BY OR WITH THE
<br />AUTHORITY OF JIMCO SALES & MFG, THE BORROWER, INCONSIDERATION OF SUCH
<br />LOAN, AREES TO THE FOREGOING CONDITIONS AND TO RETURN THIS DOCUMENT ON
<br />REQUEST OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR
<br />WHICH IT WAS USED.
<br />F. SPECIAL INPSECTION REQUIREMENTS
<br />1. Special inspection shall be provided by owner ccording to Chapter 17
<br />of the DEC. The special inspector shall observethework for conformance
<br />with the contract documents. The special inspector shall send reports to the
<br />owner, building official, architect, engineer and contractor. All discrepancies
<br />shall be brought to the attention of the contractor for cr rection. The
<br />special inspector shall submit a final signed report statingthat the special
<br />'nspection work was, to the best of his/her knowledge, in conformance with
<br />the plans specifications and applicable workmanship provision of the DEC.
<br />2. Continuous special inspection means the full-time observation of work
<br />requiring special inspection by an approved special inspector who is present
<br />n the area where the work hs being performed. Periodic special inspection
<br />mean. the part-time or intermittent observation of work requiring special
<br />inspection by an approved special inspector who is present in the area
<br />where the workhas been or
<br />is being performed
<br />and at the completion of the work.
<br />3. The following systems are subject to the special inspection requirements
<br />noated herein:
<br />The Seismic -Force -Resisting System including:
<br />I. Columns N. Purlins
<br />i. Column Base Connection v. Beams
<br />i. Footings
<br />4. Special inspection is required for the following work. All inspections to be
<br />continue.. unless noted otherwise:
<br />a. Welding - See Table 1 at right for inspection requirements. Special
<br />inspection is not required where welding is performed in an
<br />approved fabricator shop as per CBC 1705.2.
<br />b. Bolting - See Table 2 for inspection r quirements.
<br />c. Cold Formed Steel Deck (CBC 1705.2.2) - N.A..
<br />d. Other Steel Elements - See Table 3 for inspection requirements.
<br />e. Concrete Construction (CBC 1705.3) - See Table 5 for inspection
<br />requirements.
<br />I. Masonry Construction (CBC 1705.4) - N.A.
<br />g. Wood Construction (CBC 1705.5) - N.A.
<br />It. Sails (CBC 1705.6) - See Table 4 for inspection requirements.
<br />j. Driven Deep Foundations (CBC 1705.7) - N.A.
<br />Cost -in-place Deep Foundations (CBC 1705.8) - N.A.
<br />Th
<br />Helical Pile Foundations (CBC 1705.9) - N.A.
<br />n. Special Inspections for Wind Resistance (CBC 1705.11) - N.A. (Vasa
<br />< 110 mph)
<br />p. Special Inspections for Seismic Resistance (CBC 1705.12) - See
<br />Tables, 1, 2, and 3 for inspection requirements.
<br />5. Special inspector must be qualified as required by CBC 1704.2.1 and
<br />approved by the local building department.
<br />7. Structural Observations: None Required
<br />SEISMIC FORCE RESISTING SYSTEM (SFRS)
<br />A. REFER TO ASIC 341-16 SECTION A4 AND ASCE 7-16.
<br />B. DESIGNATION OF SFRS: G.2. STEEL ORDINARY CANTILEVER COLUMN SYSTEMS
<br />(ASCE 7-10 TABLE 12.2-1) SEE AISC 341-16 SECTION E5 (OCCS).
<br />C. R = 1.25, CS = 0.46
<br />D. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE
<br />E. MEMBERS AND CONNECTIONS THAT ARE PART OF THE SFRS:
<br />1. COLUMNS
<br />2. COLUMN BASE CONNECTION
<br />3, FOOTINGS
<br />F. PROTECTED ZONES: N/A
<br />G. SEE DETAILS AND NOTE FOR CONNECTION CONFIGURATIONS, MATERIALS
<br />SPECIFICATIONS AND SIZES.
<br />H. WELD FILLER MATERIALS FOR WELDS PART OF THE SFRS:
<br />1. YEILD STRENGTH - 58 KSI MIN
<br />2. TENSILE STRENGTH - 70 KSI MIN
<br />3. ELONGATION - 22% MIN
<br />4. CVN TOUGHNESS - 20 FT -LB MIN 0 Y F
<br />SEE DETAILS AND NOTES FOR OTHER WELDING REQUIREMENTS
<br />J. DEMAND CRITICAL WELDS - N/A
<br />K. LOWEST ANTICIPATED SERVICE TEMPERATURE - 0' F
<br />CANOPY NOTES
<br />GENERAL NOTES
<br />A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE.
<br />B. OBSERVATION VISITS TO THE SITE BY THE DESIGN ENGINEER SHALL NEITHER BE
<br />CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION.
<br />C. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOAD
<br />ON THE STRUCTURE WITHIN LIMITS OF DESIGN LOADS.
<br />D. TYPICAL DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT
<br />SHOWN.
<br />1. BUILDING CODE: 2019 CALIFORNIA BUILDING CODE
<br />2, USE GROUP: M CONSTRUCTION TYPE: VB
<br />3. DESIGN LOADS:
<br />A. ROOF LIVE LOAD: 20 PSE (REDUCIBLE)
<br />B. CANOPY DEAD LOAD: 9.56 P
<br />C. GROUND SNOW LOAD: 0 PSF
<br />D. BASIC WIND SPEED V= 95 MPH; Vosd= 74 MPH
<br />BUILDING RISK CATEGORY: II
<br />EXPOSURE: C
<br />COMPONENT & CLADDING: ASCE 7-16 CHAPTER 30
<br />E. EARTHQUAKE DESIGN:
<br />IMPORTANCE FACTOR: 1.0
<br />Ss -0.]059 Sds-0.581g
<br />Si -0.2788 Sat -0.379g
<br />SITE CLASS: D
<br />SEISMIC DESIGN CATEGORY: D
<br />SEISMIC FORCE RESISTING SYSTEM: G.2 STEEL ORDINARY CANTILEVERED
<br />COLUMN SYSTEM
<br />DESIGN BASE SHEAR: 19.991,
<br />SEISMIC RESPONSE COEFFICIENT: Cs = 0.46
<br />RESPONSE MODIFICATION FACTOR: R=1.25
<br />SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
<br />4. FOUNDATION DESIGN:
<br />GEOTECHNICAL REPORT BY: MATRISCOPE ENGINEERING
<br />REPORT #2996
<br />DATED: 10 JULY 2019
<br />ALLOWABLE BEARING PRESSURE: 3000 PST
<br />LATERAL EARTH PRESSURE: 350 PSF/FT
<br />5. CONCRETE AND REINFORCEMENT:
<br />A. CONCRETE FOOTINGS (EXPOSURE CLASSES FO, SO, WO, CO) TYPE II
<br />CEMENT COMPRESSIVE STRENGTH OF f'C = 3000 C -L
<br />B. SLAB ON GRADE BY OTHERS
<br />C. ALL CONCRETE, IF DESIGNED USING VC =2500 p.s.i. SPECIAL
<br />INSPECTION NOT REQUIRED UNLESS NOTED OTHERWISE.
<br />D. REBAR: ASTM A615 GRADE 60
<br />E. STIRRUPS AND TIES SHALL HAVE MINIMUM 4" HOOKS.
<br />F. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT:
<br />CONCRETE EXPOSED TO GROUND -----3"
<br />FORMED CONCRETE EXPOSED TO GROUND ----2"
<br />FORMED CONCRETE NOT EXPOSED TO GROUND -1 1/2"
<br />G. GROUT UNDER COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT
<br />COMPLYING WITH ASTM C1107, f'C=5000p.s.i. AND INSTALLED PER
<br />MANUFACTURERS RECOMMENDATIONS.
<br />H. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING TOP OF FOOTING
<br />ELEVATIONS AS REQUIRED FOR UNDERGROUND PLUMBING AND
<br />ELECTRICAL.
<br />6. STRUCTURAL STEEL:
<br />A. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATION FOR
<br />FOR THE DESIGN OF STRUCTURAL STEEL FOR BUILDINGS".
<br />B. AISC "CODE OF STANDARD PRACTICE" EXCLUDING THE FOLLOWING
<br />SECTIONS: 4.4, 4.4.1, 4.4.2, AND 7.15,
<br />C. AISC "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STRUCTURAL
<br />MEMBERS".
<br />D. STRUCTURAL STEEL GRADES:
<br />STEEL BEAMS ASTM A992 GRADE 50 Fy = 50,000 psi
<br />HSS SQUARE & RECTANGLES ASTM500 Or C Fy = 50,000 psi
<br />HSS ROUND COLUMNS: Fy = 46,000 psi
<br />PIPE ASTM A53 GRADE B Fy = 35,000 psi
<br />BASE PLATES, CAP PLATES AND CAP PLATE STIFFENERS ...................
<br />..
<br />AS
<br />A572 GRADE 50 Fy = 50,000 psi
<br />ANGLES ASTM A36 Fy = 36,000 psi
<br />E. ALL BOLTED CONNECTIONS SHALL BE ASTM A307 BOLTS UNLESS OTHERWISE
<br />SPECIFIED (NO SPECIAL INSPECTION REQUIRED).
<br />F. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT", UNLESS NOTED
<br />OTHERWISE IN ACCORDANCE WITH RCSC.
<br />G. METAL ROOF DECK SHALL BE 20ga ASTM A653 GRADE 40.
<br />90'-0"
<br />12'-0" 33'-0" 33'-0" 12'-0"
<br />BEAM CONNECTION
<br />DETAIL 5/CS2
<br />SHALLOW SPREAD BEAM SPLICE 3"X16" 20ga
<br />FOOTING SEE SEE DETAIL 4/CS2 PAN DECK/CLIPS
<br />Ur
<br />DETAIL ll/CS2 TYPICAL (5 PLACES) SEE DETAIL 5/CS2
<br />(TYR)
<br />4'-0"
<br />^ W14%22 W14%22
<br />L J L J L J
<br />W14%22 W14X22
<br />2/CS2
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<br />J
<br />DRAIN LATERAL TO
<br />jCOLUMN
<br />WITH DOWNSPOUT BRIDGING LOCATED OVERFLOW SCUPPERS
<br />LEADER CONNECTION HS512%12X1/4"
<br />COVER (ttP) SEE DETAIL ® 8'-3" O.C. MAX. SEE DETAIL 7/C52 COLUMN (NP) NPICAL 8 PLACES
<br />6/CS2 SEE DETAIL 9/CS2 SEE DETAIL 8/CS2
<br />6A/CS2
<br />2
<br />FRAMING PLAN
<br />SCALE: 1/8"=1'-0"
<br />50'-0"
<br />FASCIA FRAMING W14%22 Wi 6X45
<br />6'-0" SQR
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<br />ENGINEER SHALL BE
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<br />JOB NO.
<br />20-173OR01
<br />DWG. NO.
<br />CS1
<br />OF 2 SHEETS
<br />
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