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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 HOLDOWN5 WITH ROUGH FRAMING TO ENSURE PROPER AND 3. AS AN ALTERNATE TO THE ANCHORAGE REQUIREMENTS ABOVE, 55T5 AND 55 BOLTS I. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER 1. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE T
<br /> ACCURATE INSTALLATION. CAN BE USED PER THE REQUIREMENTS BELOW: GBC SECTION 110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (ASN o
<br /> SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED APPLICABLE) U.N.O. '
<br /> 2. EMBEDDED BOLT REQUIREMENTS FOR HOLDOWN ANCHORAGE SHALL BE AS FOLLOWS: 61MP60N ANCHOR BOLT OPTIONS (ESR-2611): IN TH15 SECTION. o `q
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<br /> CONTRACTOR SUBMITTAL DOCUMENTS (WELDING) PER AI5C 341, PART I, APPENDIX Q �ii1 U � N
<br /> 55TB ANCHOR BOLT o ti
<br /> ALL THREAD ANCHOR BOLT OPTION: SB ANCHOR BOLT 10 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE GLULAM BEAMS o rn
<br /> (55T5L AT 3x AND 4x PLATE)(D
<br /> COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE HIGH STRENGTH GROUT/DRYPACK
<br /> 51MP50N BOLT PLATE DE DI NUMBER OF W QE ,i
<br /> HOEDOWN: DIA.: WASHER: (MIN,):02 (MIN.): 03 "C" BARS:01 5IMP50N AT SLAB EDGE: AT CURB: AT SLAB EDGE: AT CURB: PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. REINFORCING STEEL
<br /> HOLDOWN: STEEL DECK L7 c/ o
<br /> HDU2 5/8" 1 I/2"xl 1/2"x3/8" 6" I1" (2)#4 w O 0
<br /> HDU2 55TB16 5ST524 555/8x24 555/8x24 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR STRUCTURAL STEEL a= T
<br /> HDU4 5/8" 1 I/2"xl 1/2"x3/8" 6" Il" (2)*4 `PC c° c?
<br /> HDU4 55T520 - - - 555/8x24 555/8x24 AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WORK REQUIRING SPECIAL O o
<br /> HDU5 5/8" 1 I/2"x1 1/2"x3/8" 6" I1" (2)#4 U o o'
<br /> HDUS 1/8" 1 3/4"xl 3/4"x3/8" 6" I1" (2)a4 HDU5 5ST524 - - - 585/8x24 585/8x24 INSPECTION. 2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. �„ N_ ti
<br /> W04 HDUS 55TB20 55T528 551/8x24 - - - CONTRACTOR'5 REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH m N
<br /> HDUI1 1 2x2 x3/8 I1 (4) 4 o ti
<br /> HDU 14 I" 2"x2"x3/8" �" Il" (4) #4 HDU II - - - - - - 581x30 581x30 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH CONTRACT DOCUMENTS. o O,
<br /> HDU 14 - - - - - - 551x30 2 551x30 2 THE APPROVED CONTRACT DRAWINGS AND 5PEC'5. THE SPECIAL INSPECTOR SHALL co 6
<br /> FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, 3. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH
<br /> (D AT CORNER CONDITIONS, HALF OF THE "C" BARS SHALL BE PLACED ON EACH TABLE KEYNOTES (ONLY APPLY WHERE SPECIFICALLY NOTED IN TABLE ABOVE) AND OTHER DE51GNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE
<br /> SLAB EDGE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, CONTRACTOR. SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT
<br /> ANY POUR JOINTS SHALL OCCUR AT LEAST 3" BELOW BOTTOM OF BOLT, IF POUR TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT DRAWINGS OR SPECIFICATIONS. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM
<br /> �2 EMBEDMENT DEPTH AT EXTERIOR OF SLAB, JOINT OCCURS ABOVE TH15 POINT, ADD "C" BARS PER ALL THREAD ANCHOR BOLT A FINAL SIGNED REPORT STATING WHETHER 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 WITH THE DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR
<br /> 03 EMBEDMENT DEPTH AT INTERIOR OF SLAB. BOLTS MORE THAN P-0" FROM ANY APPROVED PLANS AND 5PEC'5 AND THE APPLICABLE CODE PROVISIONS. ENGINEER'S REVIEW.
<br /> SLAB EDGE OR STEP SHALL BE CONSIDERED INTERIOR. AT STEPS, EMBEDMENT O 18" 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 KETTLEMAN & L. SACRAMENTO
<br /> ANCHOR BOLT 1 3/4" MIN. 1 3/4" MIN, 1 3/4" MIN, INSPECTION PURPOSES. PROVIDE THE DESIGN, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT
<br /> PER TABLE CENTER IN 55 OR SSTB CENTER IN 5B OR SSTB CENTER IN AND/OR ENGINEER FOR REVIEW AS A DEFERRED SUBMITTAL. DEFERRED SUBMITTALS LODI, CA 95242
<br /> ABOVE SILL PLATE ANCHOR BOLT ANCHOR BOLT SILL PLATE SILL PLATE 6. TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: REQ'D, BY THE STRUCTURAL ENGINEER OF RECORD SHALL INCLUDE, BUT NOT BE
<br /> STEM WALL PER TABLE ANCHOR BOLT LIMITED TO, THE FOLLOWING:
<br /> "C" BARS AS OCCURS ABOVE X X 6.1. EPDXY ANCHORS IN CONCRETE - INSPECTION OF EPDXY ANCHORS IN CONCRETE Restaurant #RC576
<br /> PER TABLE VIBRATE CONCRETE SHALL BE PERIODIC, U.N.O. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED CONCRETE MIX DESIGNS
<br /> ABOVE CENTER "C" BARS AROUND ANCHOR PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL ADHESIVE ANCHORS AND THEY ENGINEERED WOOD JOISTS AND BEAMS P4E-HV-M SCHEME A
<br /> ON HOEDOWN. = BOLT AND REINF. SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPIU. AT EXTERIOR SIGNAGE
<br /> v u THE TIME OF INSTALLATION, THE CONCRETE SHALL HAVE ACHIEVED A MINIMUM AGE OF MA50NRY GROUT AND MORTAR MIX DESIGNS Professional of Record: NAME
<br /> LENGTH OF 28 DAYS, BE DRY, AND BE BETWEEN 50 DEGREES F AND 104 DEGREES F. THE HOLES PREFABRICATED WOOD TRU55E5 WITH PARAPETS
<br /> CURB SHALL SHALL BE DRILLED WITH A HAMMER DRILL TO THE DIMENSIONS LISTED IN THE MPII AND SKYLIGHTS
<br /> 3" BE 16" MIN. SHALL BE CLEANED USING THE BLOW-BRUSH-BLOW TECHNIQUE REQUIRED IN THE MPII. STAIRS, HANDRAILS,GUARDRAILS, AND THEIR COMPONENTS
<br /> z z WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE, IT 15 A55UMED THAT SUPPORT/ANCHORAGE OF MECH., ELECT., AND PLUMBING EQUIPMENT AND COMPONENTS
<br /> PLATE F THE CONCRETE 15 CLASSIFIED AS ALL-LIGHTWEIGHT CONCRETE AS DEFINED IN ACI 318, EXTERIOR CANOPIES
<br /> 6, WASHER 6, z 6" MIN. AT -1 z 6" MIN. AT ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY (EXCEPT FOR ANCHORS IN A FvjA
<br /> p p u 12" HDU14 AND HHDQ14 u 12" [HDU14 AND HHDQ14 -ON-GRADE) OR UPWARDLY INCLINED SHALL 5E INSTALLED BY PERSONNEL WITH 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND DESIGN
<br /> cn MIN. 1 1/2" MIN. AT ALL M MIN. 1 1/2" MIN. AT ALL THE ACI/CR51 ADHE51VE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT STAMPED BY AN APPROPRIATELY LICENSED ENGINEER (SPECIALTY ENGINEER)
<br /> z OTHER HOLDOWNS OTHER HOLDOWNS AND SHALL BE INSTALLED WITH CONTINUOUS SPECIAL INSPECTION. SHOWING LOCATION AND MAGNITUDE OF LOADS, CONFIGURATION AND SIZE OF MEMBERS,
<br /> HEAVY HEX SLAB EDGE CURB AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM. A r C h I t @ C t u r 8
<br /> 6.2. EPDXY ANCHORS IN MASONRY - EPDXY ANCHORS IN MASONRY SHALL BE INSTALLED
<br /> / NUT / 1 WITH SPECIAL INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED 6. THE PURP05E OF THE STRUCTURAL ENGINEER'S REVIEW OF DEFERRED SUBMITTALS Solutions Group
<br /> - - 1 PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL ADHESIVE ANCHORS AND THEY SHALL BE LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE
<br /> 1 101 Central Expressway South
<br /> Co n, u 1 I/2" " 2" 1 I/2" SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPIU. BEEN PROPERLY SEALED, THAT THE LOAD CRITERIA IS IN GENERAL CONFORMANCE Suite 100
<br /> THICKENED FOOTING AS WITH THE CONTRACT DOCUMENTS AND WITH THE REFERENCED BUILDING CODE, THAT Allen, TX 75013
<br /> 63. SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY - SCREW CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY
<br /> MIN. C A PROVIDE 3" "C" BARS PER TABLE 4 HOLDOWN ANCHORS MAY BE RETROFIT AS FOLLOWS. ANCHORS IN CONCRETE OR MASONRY SHALL BE INSTALLED WITH SPECIAL INSPECTION. DESIGN, AND THAT THE PRIMARY STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED CONTACT: 619-1EVER1 T FIELDS
<br /> MIN. CLEAR COVER ABOVE (ACTUAL ANCHORS IN CONCRETE MAY BE PERIODIC. INSTALLATIONS SHALL BE PERFORMED BY LOADS. (S@P DGI 164
<br /> AROUND EMBEDDED NUMBER OF BARS QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL SCREW/EXPANSION EFIELDS@PMDGINC.COM
<br /> ITEMS MAY VARY FROM HOLDOWN PLATE WASHER ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION 1. THE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS
<br /> WHAT IS SHOWN)
<br /> n INSTRUCTIONS (MPIU. CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH
<br /> SECTION AT EDGE OF SLAB n ELEVATION HDU2, HDU4, HDU5 1/2"x3"x3" THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND
<br /> 6.4. CONCRETE CONSTRUCTION PER CBC SECTION 11053 AND TABLE 1105.3. STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
<br /> HDU6, HDUI I 5/8"x4"x4„ EXCEPTION: SPECIAL INSPECTIONS SHALL NOT BE REQ'D.FOR: ADEQUACY OF DESIGNS PROVIDED BY OTHERS.
<br /> ANCHOR BOLT 1 3/4" MIN. I. ISOLATED SPREAD OR CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF gAEER
<br /> CENTER IN w/ DOUBLE
<br /> RE H ROD BUILDINGS (3)STORIES OR LESS IN HEIGHT WHOSE STRUCTURAL DESIGN IS BASED ON 6. FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1)COPY b�
<br /> PER TABLE SILL PLATE w/ DOUBLE HEAVY ii HDU14 3/4"x4 1/2"x4 1/2" A 26 DAY DESIGN COMPRE551VE STRENGTH, f'c, OF NO GREATER THAN 2500 PSI. SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED P
<br /> ABOVE ANCHOR BOLT HEX HEAD NUT i i U
<br /> PER TABLE 2. POST-TENSIONED 5LA55 ON GRADE WHERE EFFECTIVE PRESTRESS IN THE UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEERS Z �� N
<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 N
<br /> C BARS PER THE ENGINEER'S RECORDS. ALLOW FIVE (5) TO TEN (10) WORKING DAYS FOR THE UU_ J �? U
<br /> TABLE ABOVE VIBRATE CONCRETE TABLE. PROVIDE i i NON-SHRINK GROUT OR SAME � p Q o �
<br /> AROUND ANCHOR FLAT SEARINCx CONCRETE MIX AS STRUCTURAL 6.5. STEEL CONSTRUCTION AND WELDING PER CBG SECTION 17052 AND TABLE 170523. ENGINEER'5 REVIEW. z O r
<br /> BOLT AND RE INF. SURFACE AT PLATE SLAB AND FOOTING. PROVIDE 3"
<br /> u u WASHER OR SET IN CLEAR COVER AROUND ALL 6b. WOOD CONSTRUCTION PER GBC 1705.5. 9. REFER TO APPLICABLE G.S.N. SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO �� * 5
<br /> EM5EDED ITEMS. ENSURE THAT NO INDIVIDUAL SUBMITTALS. S�034�
<br /> 4500 PSI MIN.
<br /> OVERHEAD MORTAR VOIDS ARE LEFT BENEATH SLAB OR 6.1. INSTALLATION OF 65T5 AND SB ANCHOR BOLTS AS REQ'D. PER ICC REPORT.
<br /> FOOTING
<br /> PLATE p F p 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF
<br /> PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1104.
<br /> WASHER P. PREFABRICATED WOOD TRUSSES
<br /> I. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED,FABRICATED, AND ERECTED IN Prototype : P4E- HV 2020 -2.0 RELEASE
<br /> ACCORDANCE WITH THE TRU55 PLATE INSTITUTE "NATIONAL DE51GN STANDARD FOR
<br /> METAL PLATE CONNECTED WOOD TRU66 CONSTRUCTION" AND SHALL BE PROVIDED BY
<br /> / HEAVY HEX / AN APPROVED FABRICATOR
<br /> Prototype Issue Date: 7.14.2020
<br /> NUTrotot
<br /> 1 Design Bulletin Updates: --
<br /> 1 2. ALL MEMBERS RECEIVING FASTENERS PER STRUCTURAL DRAWINGS SHALL HAVE A
<br /> cn m 1 1/2" " 2" 1 1/2" SPECIFIC GRAVITY OF 0.42 OR HIGHER, U.N.O. Date Issued: Bulletin Number:
<br /> THICKENED FOOTING
<br /> AS REQ'D. TO ICII BARS PER TABLE 3. MAX DEFLECTION LIMITS FOR TRU55ES SHALL BE AS FOLLOWS:
<br /> -- --
<br /> PROVIDE 3" MIN. ABOVE (ACTUAL LIVE LOAD: TOTAL LOAD:
<br /> CLEAR COVER NUMBER OF BARS ROOF SPAN/360 SPAN/240 (1" MAX.)
<br /> AROUND EMBEDDED MAY VARY FROM 1ST BLDG. SUBMITTAL
<br /> ITEMS WHAT 15 SHOWN) 4, TRUSSES SHALL BE DE51GNED TO SUPPORT THEIR SELF WEIGHT, PLUS LIVE LOAD,
<br /> SECTION AT INTERIOR OF SLAB F ELEVATION SUPERIMPOSED DEAD LOAD (INCLUDING BUT NOT LIMITED TO ALL MECHANICAL AND
<br /> OTHER EQUIPMENT) AND ATTIC LOADS AS REQ'D, PER IBC TABLE 1601.1 AND SHALL BE
<br /> DESIGNED TO RE51ST ALL DRAG FORCES, SHEAR WALL UPLIFT AND DOWNWARD LOADS,
<br /> AND OTHER SPECIAL LOADS NOTED ON THE DRAWINGS.
<br /> 5. ALL TRU55-TO-TRU55 CONNECTIONS SHALL BE SPECIFIED BY THE TRU55 DESIGNER
<br /> AND INCLUDED IN THE TRUSS DIAGRAMS. ALL CONNECTORS SHALL HAVE CURRENT ICG
<br /> APPROVAL.
<br /> 6. TRU55 DIAGRAMS AND KEYED LAYOUT SHALL BE AVAILABLE TO FIELD INSPECTOR AT REVISIONS:
<br /> THE JOB-SITE AT THE TIME OF ROOF NAILING AND FRAMING INSPECTION. 12.22.2020 1st Building Submittal
<br /> 1
<br /> 1. SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY AN 2
<br /> APPROPRIATELY REGISTERED ENGINEER SHALL BE SUBMITTED FOR REVIEW, SHOP
<br /> DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. 3
<br /> 4
<br /> 8. BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY THE TRUSS MFR U.N.O. 5
<br /> 9. TRUSSES MAY BE OVER SPANNED TO ACCOMMODATE 30" x 30" ATTIC OR ROOF 6
<br /> ACCESS PROVIDED ROOF SHEATHING PANEL EDGES ARE BLOCKED AND EDGE NAILED 7
<br /> AT OVER SPAN. g
<br /> 10. SHIMS MAY BE INSTALLED UNDER GIRDER TRUSSES PROVIDED THEY ARE TEMPERED
<br /> HARDBOARD MA50NITE, 1/2" THICK OR LESS, AND THE TRU55 15 ATTACHED TO THE TOP
<br /> PLATE w/ (1)H2.5 OR H2.5A CLIP.
<br /> Sheet Title:
<br /> GENERAL STRUCTURAL
<br /> NOTES (CONT'D.)
<br /> Date: 12.07.2020
<br /> Project Number: 202175
<br /> Drawn By: TA/CAD
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