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PREFABRICATED OR SPECIALTY ITEMS AND THEIR COMPONENTS, WHICH ARE INDICATED
<br />BY THE STRUCTURAL DRAWINGS TO BE DESIGNED BY OTHERS, MAY BE SUBMITTED TO
<br />THE ARCHITECT AND/OR ENGINEER OF RECORD FOR REVIEW AS A DEFERRED SUBMITTAL
<br />PROVIDED THAT SUCH SUBMITTAL IS AUTHORIZED BY THE BUILDING DEPARTMENT.
<br />DEFERRED SUBMITTALS REQUIRED TO BE SUBMITTED TO THE STRUCTRURAL ENGINEER
<br />OF RECORD SHALL INCLUDE BUT NOT BE LIMITED TO:
<br />A. MECHANICAL, ELECTRICAL AND PLUMPING EQUIPMENT
<br />B. SELF SUPPORTING, PRE-MANUFACTURED STAIR ASSEMBLY
<br />C. PREFABRICATED ROOF & FLOOR TRUSSES
<br />D. HVAC STRUCTURAL SUPPORT REQUIREMENTS
<br />E. AWNINGS, SIGNAGE, FASCIAS, ETC.
<br />F. FIRE SPRINKLERS
<br />G. CONTINUOUS TIE DOWN SYSTEM
<br />H. CONCRETE MIX DESIGN
<br />CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS
<br />DESCRIBED IN IBC/CBC CHAPTER 17, SEE INSPECTION SCHEDULE BELOW, ONLY CHECKED
<br />ITEMS ARE REQUIRED.
<br />APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE
<br />PLANS OR SPECIFICATIONS, ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE
<br />REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION.
<br />CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL STEEL
<br />WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE.
<br />STRUCTURAL WOOD, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEARWALLS,
<br />SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER
<br />FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD
<br />SHEARWALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD-DOWNS,
<br />EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS
<br />AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER
<br />COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF
<br />THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. INSPECTIONS SHALL BE PERFORMED
<br />BEFORE COVERING.
<br />1.
<br />1.
<br />SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS
<br />ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS.
<br />DESIGN ACCURACY OF SUCH PRODUCT, DIMENSIONS AND QUANTITY OF THE PRODUCT
<br />IS NOT REVIEWED BY EOR. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE
<br />CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT
<br />DRAWINGS SHALL BE CLOUDED ANY OF THE AFOREMENTIONED SHALL NOT BE
<br />CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED
<br />ACCORDINGLY.
<br />3.
<br />THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT
<br />DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW
<br />SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING
<br />SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING
<br />DESIGNS PERFORMED BY OTHERS.
<br />4.
<br />SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS.5.
<br />ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN
<br />ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN
<br />APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW
<br />LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND
<br />COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM.
<br />2.
<br />CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING
<br />SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A
<br />WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR
<br />TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC
<br />1704.4.
<br />WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A
<br />FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY
<br />THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH
<br />WORK WITHOUT SPECIAL INSPECTION, APPROVAL SHALL BE BASED UPON REVIEW OF THE
<br />FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING
<br />OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY, AT COMPLETION
<br />OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE
<br />TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH
<br />THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF
<br />VERIFYING APPROVAL OF FABRICATOR.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />SUBMITTALS AND SHOP DRAWINGS
<br />STATEMENT OF SPECIAL INSPECTION:
<br />THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE
<br />COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL
<br />INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW.
<br />7.
<br />WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5.8.
<br />SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11
<br />AND 1705.12 RESPECTIVELY.
<br />9.
<br />REQ'D(?)
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />(ONLY INDICATED ITEMS ARE REQUIRED)
<br />INSPECTION ITEMS SPECIAL INSPECTIORS
<br />(NAME, PHONE#, REGISTRATION#)
<br />STRUCTURAL STEEL (1705.2.1)
<br />STEEL FRAME JOINT DETAILS
<br />COLD-FORMED STEEL DECK (1705.2.2)
<br />OPEN-WEB STEEL JOISTS AND
<br />JOISTS GIRDERS (1705.2.3)
<br />REINFORCING STEEL AND
<br />PRE-STRESSING STEEL TENDONS
<br />SHOTCRETE (CURING TEMPERATURE,
<br />DESIGN MIX, PLACEMENT, STRENGTH
<br />ETC. PER TABLE 1705.3)
<br />COLD-FORMED STEEL TRUSSES SPANNING
<br />>= 60 FT
<br />CONCRETE CONSTRUCTION (DESIGN MIX,
<br />FORMWORK, PLACEMENT, ETC. PER TABLE
<br />1705.3) (SEE 1705.3 EXCEPTIONS)
<br />STRUCTURAL WELDING/REBAR WELDING
<br />ALL MASONRY CONSTRUCTION (1705.4)
<br />WOOD FOR HIGH LOAD DIAPHRAGMS
<br />(1705.5.1)
<br />METAL-PLATE-CONNECTED WOOD
<br />TRUSSES SPANNING >=60 FT
<br />SOILS (EXCAVATION, FILL, ETC. PER
<br />1705.6) (SEE 1705.6 EXCEPTIONS)
<br />DRIVEN PILES PER 1705.7
<br />CAST IN PLACE PILES PER 1705.8
<br />HELICAL PILE FOUNDATIONS PER 1705.9
<br />ERECTION OF PRE- CAST CONCRETE MEMBERS
<br />BOLTS INSTALLED IN CONCRETE
<br />HIGH STRENGTH BOLTING/MATERIAL
<br />VERIFICATION
<br />WOOD DIAPHRAGM AND SHEAR WALLS*
<br />*: FOR SPECIAL INSPECTION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT EOR FOR
<br />SCHEDULE.
<br />EPOXY/ POST INSTALLED ANCHORS
<br />YES
<br />54312
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<br />SHEET NO.:
<br />PROJECT MANAGER:
<br />P.P.
<br />DATE:
<br />JOB NO.: 231014
<br />12/26/2023
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<br />901 E Myrtle St Unit# 2 -
<br />1011181606/27/2024
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