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GENERAL STRUCTURAL NOTES (CONT D.
<br /> O. HOLDOWN ANCHORAGE O. HOLDOWN ANCHORAGE (CONT'D.) Q. SPECIAL INSPECTION R. SUBMITTALS H
<br /> I, VERIFY LOCATION OF WOLDOUJN5 WITW RAW FRAMING TO ENSURE PROPER AND 3. A5 AN ALTERNATE TO THE ANCHORAGE REQUIREMENTS ABOVE, 55TB AND 55 BOLTS I. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER 1, SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS 6WALL BE SUBMITTED TO THE 1� ,—
<br /> ACCURATE INSTALLATION. CAN BE USED PER T14E REQUIREMENTS BELOW: GBG SECTION 110, THE OWNER 5WALL EMPLOY ONE OR MORE 51-EGIAL INSPECTORS W140 STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR C ON5TRUGTION (A5
<br /> 5WALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR TWE TYPES OF WORK LISTED APPLICABLE)U.N.O. o '
<br /> � o
<br /> 2. EMBEDDED BOLT REQUIREMENTS FOR WOLDOWN ANCHORAGE SHALL BE AS FOLLOWS: SIMPSON ANCHOR BOLT OPTIONS (E51R-2611): IN THIS SECTION,
<br /> CONTRACTOR SUBMITTAL DOCUMENTS (WELDING)PER AI5G 341, PART 1, APPENDIX Q W
<br /> 55TB ANCHOR BOLT _ o
<br /> ALL THREAD ANCHOR BOLT OPTION: 55 ANCHOR BOLT( 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO 5WALL DEMONSTRATE GLULAM BEAMS o r)
<br /> (55TBL AT 3x AND 4x PLATE) x o c
<br /> 51MP50N BOLT PLATE DE DI NUMBER OF COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE HIGH STRENGTH GROUT/DRYPACK
<br /> 5IMP60N PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. REINFORCING STEEL a
<br /> WOLDOUN: DIA.: WASHER: (MIN.):� (MIN.):� "G" BARS:� AT SLAB EDGE: AT CURB: AT SLA$ EDGE: AT CURB: a�
<br /> HOLDOWN: STEEL DECK I,7 -C)CC, o
<br /> HDU2 5/S" I I/2"xl 1/2"x3/8" 6" 11" (2)#4 w � 0
<br /> HDU2 55T$I6 55TB24 5$5/8x24 555/8x24 3, THE CONTRACTOR 5WALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR STRUCTURAL STEEL cc
<br /> WDU4 8/S" 11/2"xI 1/2"x3/8" 6" lI" (2)*4 `9
<br /> $ WDU4 55TB20 - - - 5$5/8x24 555/8x24 AT LEAST 24 HOURS NOTICE PRIOR TO PERFORI'11% ANY WORK REQUIRING SPECIAL O � o 0
<br /> WDU5 S/8 1 1/2"XI 1/2"X3/8.. (oil 11 (2)*4 V
<br /> HDU8 1/8" 13/4"xl 3/4"x3/8" 6" 11" (2)*4 WDU5 55TB24 - - - 5$5/8x24 555/8x24 INSPECTION. 2, CONTRACTOR SHALL REVIEW! AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. v, N �
<br /> a WDUS 55TB26 55T528 551/8x24 - - - CONTRACTOR'S REVIEW SHALL CHECK FOR COMPLETENE55/COMFLIANGE WITI4 o m cv
<br /> HDU11 1 2x2 x3/S III 11 l4) 4 0 �`-
<br /> WDU14 1" 2"x2"x3/S" 1" HII (4)#4 WDUI1 - - - - - - 5$1x30 551x30 4, THE SPECIAL INSPECTOR SHALL INSPECT THE WOW A65IGNED FOR CONFORMANCE WIT4 CONTRACT DOCUMENTS, o 0
<br /> HDUI4 - - - - - - 155IX30 2 5$1x30 2 THE APPROVED CONTRACT DRAWINGS AND 5PEC'5. THE SPECIAL INSPECTOR SHALL co
<br /> CO as
<br /> FURNI5W INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, 3, SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH
<br /> AT CORNER CONDITIONS, HALF OF THE "G" BARS SHALL BE PLACED ON EACH TABLE KEYNOTES (ONLY APPLY W 14ERE SPECIFICALLY NOTED IN TABLE ABOVE) AND OTHER DESIGNATED PERSONS. ALL D15GREPANGIE5 5WALL BE BROUGHT TO THE THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITW THE
<br /> SLAB EDGE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, CONTRACTOR SWOP DRAWING5 DO NOT SUPERSEDE OR REPLACE THE CONTRACT
<br /> 0 ANY POUR JOINTS 5WALL OCCUR AT LEAST 3" BELOW BOTTOM OF BOLT, IF POUR TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR 5WALL SUBMIT DRAWINGS OR SPECIFICATIONS. GWANGE5, SUBSTITUTIONS, OR DEVIATIONS FROM
<br /> (D EMBEDMENT DEPTH AT EXTERIOR OF SLAB, JOINT OCCURS ABOVE THIS POINT, ADD "G" BARS PER ALL THREAD ANCHOR BOLT A FINAL SIGNED REPORT STATING W14ETWER THE WORK REQUIRING SPECIAL INSPECTION CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP
<br /> OPTION TABLE ABOVE. WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITW THE DRAWI% REVIEW!. ALL 5UC4 MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR
<br /> (D EMBEDMENT DEPTH AT INTERIOR OF SLAB, BOLTS MORE THAN P-0" FROM ANY APPROVED PLANS AND 5PEG'5 AND THE APPLICABLE CODE PROVISIONS, ENGINEER'S REVIEW.
<br /> SLAB EDGE OR STEP SHALL BE CONSIDERED INTERIOR AT STEPS, EMBEDMENT (1) IS" MIN.WIDE FOOTING. SEE DETAILS BELOW.
<br /> SHALL BE MEASURED FROM LOWER SLAB. 6" 5, INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP 4, PREFABRICATED COMPONENTS, SPECIALTY ITEMS, OR DESIGN-BUILD ELEMENTS NOTED Store:
<br /> MIN, DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR ON THE STRUCTURAL DRAWINGS, BUT WHICH REQUIRE THE MFR OR SUPPLIER TO
<br /> ANCHOR BOLT 13/4" MIN, 13/4" MIN, 13/4" MIN, INSPECTION PURPOSES. PROVIDE THE DESIGN, 5WALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT YOSEMITE & COTTAGE
<br /> PER TABLE CENTER IN 5$ OR 55TB CENTER IN CENTER IN AND/OR ENGINEER FOR REVIEW! A5 A DEFERRED SUBMITTAL. DEFERRED 5UBMITTAL5
<br /> A50VE SILL PLATE ANC14OR BOLT ANCHOR BOLT SILL PLATE SILL PLATE 6, TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE A5 FOLLOWS: REQ'D,BY THE STRUCTURAL ENGINEER OF RECORD 5WALL INCLUDE, BUT NOT BE MANTECA, CA 95336
<br /> OCCURS
<br /> A5
<br /> 5$ OR 55T5 LIMITED TO, THE FOLLOWING:
<br /> STEM CURWALL ABOVE PER TABLE ANCHOR BOLT 6.1, EPDXY ANCHORS IN CONCRETE - INSPECTION OF EPDXY ANCHORS IN CONCRETE
<br /> "G" 5AR5 d X b X SHALL BE PERIODIC,
<br /> PER TABLE
<br /> VIBRATE CONCRETE U.N.O. INSTALLATIONS SHALL BE PER ORMED BY QUALIFIED CONCRETE MIX DESIGNS Restaurant #RC529
<br /> CENTER G BARS AROUND ANCHOR
<br /> — — PERSONNEL TRAINED (BY MANUFACTURER)TO INSTALL ADWE5IVE ANCHORS AND THEY ENGINEERED WOOD JOISTS AND BEAMS
<br /> ABO ON WOLDOUN, BOLT AND REIN, SHALL FOLLOW!THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). AT EXTERIOR SIGNAGE
<br /> U U THE TIME OF INSTALLATION, THE CONCRETE 5WALL NAVE ACHIEVED A MINIMUM AGE OF MASONRY GROUT AND MORTAR MIX DESIGNS Professional of Record: NAME
<br /> LENGTH OF 26 DAYS, BE DRY, AND BE BETWEEN 50 DEGREES F AND 104 DEGREES F. THE HOLES PREFABRICATED WOOD TRUSSES WIT4 PARAPETS
<br /> CURB SHALL 5WALL BE DRILLED UJITH A HAMMER DRILL TO THE DIMENSIONS L15TED IN THE MPII AND SKYLIGHTS
<br /> 3" E BE 16" MIN, 5WALL BE GLEANED U51NG THE BLOW!-BRUSH-BLOW! TECHNIQUE REQUIRED IN THE MPII, STAIRS, WANDIRAIL5,GUARDRAILS, AND THEIR COMPONENTS FA
<br /> z WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE, IT 15 A55UMED TWAT SUPPORT/ANCHORAGE OF MEGW., ELECT., AND PLUMBING EQUIPMENT AND COMPONENTS
<br /> PLATE THE CONCRETE 15 CLASSIFIED A5 ALL-LIGWTUWEIGWT CONCRETE A5 DEFINED IN AGI 318, EXTERIOR CANOPIES
<br /> � �
<br /> FA
<br /> � WASHER � � w —� z 6" MIN,AT z 6" MIN.AT ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY (EXCEPT FOR ANCHORS IN A
<br /> p p U 12" HDU14 AND 4HDQ14 U I2" HDU14 AND HHDQ14 SLAB-ON-GRADE)OR UPWARDLY INCLINED SHALL BE INSTALLED BY PERSONNEL WITH 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND
<br /> mMIN. 11/2" MIN.AT ALL m MIN. 11/2" MIN.AT ALL THE ACl/GR51 ADHESIVE ANC14OR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT STAMPED BY AN APPROPRIATELY LICENSED ENGINEER(SPECIALTY ENGINEER) DESIGN
<br /> Z OTHER WOLDOWN5 OTHER WOLDOUyN5 AND SHALL BE INSTALLED WIT4 CONTINUOUS SPECIAL INSPECTION. SHOWING LOCATION AND MAGNITUDE OF LOADS, CONFIGURATION AND SIZE OF MEMBERS,
<br /> z AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM.
<br /> HEAVY HEX / SLAB EDGE CURB 62, EPDXY ANCHORS IN MA50NRY - EPDXY ANCHORS IN MASONRY 5WALL BE INSTALLED
<br /> Architectural
<br /> NUT — / 1 WITW SPECIAL INSPECTION. IN5TALLATION5 SHALL BE PERFORMED BY QUALIFIED 6, TWE PURPOSE OF THE STRUCTURAL ENGINEER5 REVIEW! OF DEFERRED SUBMITTALS Solutions Group
<br /> I PER50NNEL TRAINED (BY MANUFACTURER)TO INSTALL ADWE51VE ANCHORS AND THEY SHALL BE LIMITED TO DETERMINING TWAT THE DRAWINGS AND CALCULATIONS WAVE p
<br /> m m 11/2" 112" 11/2" 5WALL FOLLOW TWE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPID. BEEN PROPERLY SEALED, TWAT THE LOAD CRITERIA 15 IN GENERAL CONFORMANCE
<br /> U THICKENED FOOTING AS U WITH TWE CONTRACT DOCUMENTS AND WIT4 THE REFERENCED BUILDING CODE, TWAT 38 EXECUTIVE PARK,
<br /> REQ'D,TO PROVIDE 3" L "G" BARS PER TABLE 63, SCREW ANCHORS AND EXPAN51ON ANCWOR5 IN CONCRETE OR MASONRY - SCREW CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITW THE PRIMARY SUITE 310
<br /> MIN.CLEAR COVER ABOVE (ACTUAL 4. WOLDOWLN ANCWORS MAY BE RETROFIT A5 FOLLOWS, ANCHORS IN CONCRETE OR MA50NRY SHALL BE INSTALLED WITH SPECIAL INSPECTION. DESIGN, AND TWAT TWE PRIMARY STRUCTURE 15 CAPABLE OF SUPPORTING THE IMPOSED IRVINE, CA 92614
<br /> ,AROUND EMBEDDED NUMBER OF BARS ANCHORS IN CONCRETE MAY BE PERIODIC. INSTALLATIONS SHALL BE PERFORMED BY LOADS,
<br /> ITEMS MAY VARY FROM QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER)TO INSTALL 6GREUUEXPAN510N
<br /> WHAT 15 SHOWN) HOLDOWN PLATE WASHER ANCHORS AND THEY SHALL FOLLOW! THE MANUFACTURER'S PRINTED INSTALLATION 1, TWE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS
<br /> rl IN5TRUGTION5 (MPI D. CERTIFICATION TWAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITW
<br /> SECTION AT EDC OF SLAB I G I e.EVATION WDU2, WDU4, WDU5 1/21Ix31Ix3" THE CRITERIA SET FORTW IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND
<br /> ii 6.4. CONCRETE CONSTRUCTION PER GBG SECTION 11053 AND TABLE 11053. STANDARDS. TWE STRUCTURAL ENGINEER 5WALL NOT BE RESPONSIBLE FOR THE
<br /> ii WDUB, WDUII 5/6"x4"x4„ EXCEPTION: SPECIAL INSPECTIONS 5WALL NOT BE REQ'D.FOR: ADEQUACY OF DESIGNS PROVIDED BY OTHERS.
<br /> ANCHOR BOLT " L ISOLATED SPREAD OR CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF 1 3/4 MIN. ALL-TWREAD ROD �� G�NEER �
<br /> PER TABLE CENTER IN �� BUILDINGS (3)STORIES OR LESS IN WEIGHT W140SE STRUCTURAL DESIGN 15 BASED ON S. FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1)COPY
<br /> SILL PLATE a/ DOUBLE 14EAVY �L
<br /> ii WDU14 3/4"x4 I/2"x4 1/2" A 28 DAY DESIGN GC�htPRE55IVE STRENGTW, f'c, OF NO GREATER THAN 2500 PSL SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED d
<br /> ABOVE ANC14OR BOLT HEX HEAD NUT i V
<br /> PER TABLE i 2. P05T-TEN5IONED SLABS ON GRADE WHERE EFFECTIVE FRE5TRE55 IN THE UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGNEER5 0)Z Q �' Q
<br /> ABOVE PLATE WASHER PER CONCRETE 15 LE55 THAN 150 PSI, CORRECTIONS ON ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR Q w Q
<br /> "G" BARS PER �t THE ENGINEER'S RECORDS. ALLOW FIVE (5)TO TEN (10)(WORKING DAYS FOR THE uW- �� � v
<br /> TABLE ABOVE VIBRATE CONCRETE TABLE. PROVIDE '� NON-SHRINK GROUT OR SAME 65. STEEL CONSTRUCTION AND WELDING PER CBC SECTION 11052 AND TABLE 110523. ENGINEER'S REVIEW!. O Q z° O Go
<br /> AROUND ANC14OR FLAT BEARING CONCRETE MIX AS 5TRUGTURAL =
<br /> BOLT AND REIN, SURFACE AT PLATE SLAB AND FOOTING. PROVIDE 3" ~ 5�P
<br /> U u WASHER OR SET IN CLEAR COVER AROUND ALL 6.6. WOOD CONSTRUCTION PER CBC 11055, 9. REFER TO APPLICABLE G.SN.SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO S
<br /> 4500 P51 MIN, EMBEDED ITEMS. ENSURE THAT NO INDIVIDUAL SUBMITTALS. �J�b
<br /> OVERHEAD MORTAR VOIDS ARE LEFT BENEATW SLAB OR 6.1, INSTALLATION OF 55T8 AND 515 ANCHOR BOLTS A5 REQ'D,PER ICC REPORT.
<br /> X FOOTINGPLATE F p 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF
<br /> PREFABRICATED ITEMS 5WALL BE PROVIDED IN ACCORDANCE WITW IBC SECTION 1104.
<br /> iJ1A5WER P. PREFABRICATED WOOD TRUSSES
<br /> 1, PREFABRICATED WOOD TRU55E5 SHALL BE DESIGNED,FABRICATED, AND ERECTED IN Prototype: P4 EXTENDED-HV,SCHEME A
<br /> ACCORDANCE WITH TWE TRU55 PLATE INSTITUTE "NATIONAL DESIGN STANDARD FOR
<br /> WEAVY WEX METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND SHALL BE PROVIDED BY
<br /> / AN APPROVED FABRICATOR
<br /> NUT / 1
<br /> \ Prototype Issue Date: 6.29.2020
<br /> Design Bulletin Updates: INCLUDED
<br /> 1 2, ALL MEMBERS RECEIVING FASTENERS PER STRUCTURAL DRAWINGS SHALL WAVE A
<br /> «, m 1 1/2" " 2" 11/2" SPECIFIC GRAVITY OF 0.42 OR HIGHER, U.N.O. Date Issued: Bulletin Number:
<br /> THICKENED FOOTING 3, MAX DEFLECTION LIMITS FOR TRU55E5 5WALL BE A5 FOLLOWS: NOV. 2018 1 &2
<br /> A5 REQ'D,TO L--Cll BARS PER TABLE
<br /> PROVIDE 3" MIN. ABOVE (ACTUAL LIVE LOAD: TOTAL LOAD:
<br /> CLEAR COVER NUMBER OF BARS ROOF 5PAN/360 5PAN/240 (1" MAX,) 1ST BLDG. S lJ B M 11TA�
<br /> AROUND EMBEDDED MAY VARY FROM
<br /> ITEMS WHAT 15 SHOWN) 4, TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR SELF WEIGHT, PLUS LIVE LOAD,
<br /> SECTION AT NI'ERIOR OF SLAB F ELEVAMN 5UPERIMP05ED DEAD LOAD (INCLUDING BUT NOT LIMITED TO ALL MECHANICAL AND
<br /> OT14ER EQUIPMENT) AND ATTIC LOADS A5 REQ'D. PER IBC TABLE 1601,1 AND SHALL BE
<br /> DESIGNED TO RE515T ALL DRAG FORGES, 514EAR WALL UPLIFT AND DOWNWARD LOADS,
<br /> AND OTHER SPECIAL LOADS NOTED ON THE DRAWINGS.
<br /> 5, ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE TRUSS DESIGNER
<br /> AND INCLUDED IN THE TRU55 DIAGRAMS. ALL CONNECTORS 5WALL WAVE CURRENT ICC
<br /> APPROVAL.
<br /> 6, TRUSS DIAGRAMS AND KEYED LAYOUT 5WALL BE AVAILABLE TO FIELD INSPECTOR AT REVISIONS:
<br /> THE JOB-51TE AT THE TIME OF ROOF NAILING AND FRAMING INSPECTION. 1 08-07-20 1st. Bldg. Submittal
<br /> 2
<br /> 1, 514OP DRAWINGS, ERECTION DRAWINGS AND DE51GN CALCULATIONS SEALED BY AN 3
<br /> APPROPRIATELY REGISTERED ENGINEER SHALL BE SUBMITTED FOR REVIEW!, SWOP 4
<br /> DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS.
<br /> 5
<br /> S. BRIDGING 51ZE AND SPACING 5WALL BE AS DESIGNATED BY THE TRU55 MFR UN.O, 6
<br /> 9, TRUSSES MAY BE OVER SPANNED TO ACCOMMODATE 30" x 30" ATTIC OR ROOF 7
<br /> ACGE55 PROVIDED ROOF SWEATWI% PANEL EDGES ARE BLOCKED AND EDGE NAILED 8
<br /> AT OVER SPAN, g
<br /> 10. SHIMS MAY BE INSTALLED UNDER GIRDER TRUSSES PROVIDED THEY ARE TEMPERED
<br /> WARDBOARD MASONITE, 1/2" THICK OR LESS, AND THE TRUSS 15 ATTACI-ED TO THE TOP
<br /> PLATE a/ (1)W25 OR W25A CLIP,
<br /> Sheet Title:
<br /> GENERAL STRUCTURAL
<br /> NOTES (CONT'D.)
<br /> Date: 7.23.2020
<br /> Project Number: RAC19024.0
<br /> Drawn By: CAD
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<br /> Sheet Number:
<br /> 93RIGHT
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