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SHOP DRAWINGS AND SUSII T TALS <br />1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF: <br />A. REINFORCING STEEL <br />B. PRE -MANUFACTURED ENGINEERED WOOD TRUSSES <br />2. SUBMIT SPECIFICATIONS IN PDF FORMAT FOR REVIEW OF: <br />A. CONCRETE DESIGN MIX <br />B. CONCRETE INSERTS <br />DEFERRED SUBMITTALS <br />1. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER <br />THAT ALLOWS A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER PLUS AN <br />ADDITIONAL 30 WORKING DAYS FOR INITIAL PLAN REVIEW FROM THE CITY. ALL <br />COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE <br />SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTED <br />ITEMS. <br />2. THE DEFERRED SUBMITTAL ITEMS INCLUDE THE FOLLOWING: <br />A. PRE -MANUFACTURED ENGINEERED WOOD TRUSSES <br />SPECIAL INSPECTIONS <br />I. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDICTIONALLY <br />APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE <br />DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704, <br />2 A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL <br />INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON <br />COMPLETION OF PROJECT, <br />3, SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL <br />INSPECTOR. <br />4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE <br />SUMMARY OF SPECIAL INSPECTION, <br />JJB SITE SAFETY <br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO ,PROVIDE DESIGN AND/OR <br />CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR <br />TO MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM <br />THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE <br />CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR <br />PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, <br />SUB -CONTRACTOR OR ANY' PERSON ON THE SITE. <br />SUMMARY OF SPECICC II`JJC�CJ-100 <br />ITEM <br />INSPECTION REQUIRED <br />REMARK <br />VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY, PERIODIC INSPECTION <br />GRADING AND EXCAVATION <br />VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION <br />TO BE VERIFIED DURING CONSTRUCTION BY SPECIAL INSPECTOR <br />VERIFY USE OF PROPER MATERIALS, DENSITIES AND I IFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; <br />CONTINUOUS INSPECTION <br />VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION <br />REFER TO STAMPED MIX DESIGN BY DCG <br />CONCRETE <br />r--PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION <br />REFER TO DRAWINGS; NOT REQUIRED FOR SITE -WORK CONCRETE <br />VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY, CONTINUOUS INSPECTION <br />- <br />REFER TO DRAWINGS <br />VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION <br />i REFER TO DRAWINGS <br />REINFORCING STEEL <br />- <br />VERIFY GRADE; PERIODIC INSPECTION <br />ASTM A615, GRADE 60 <br />EPDXY OR MECHANICAL ANCHORS <br />VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION <br />REFER TO DRAWINGS OR FIELD DIRECTIVES <br />VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL WALLS; PERIODIC INSPECIION <br />REFER TO DRAWINGS <br />WOOD FLOOR/WALL DIAPHRAGMS <br />VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION <br />REFER TO DRAVINGS <br />VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION <br />REFER TO DRAWINGS <br />IVI. JA <br />taw132 � <br />u AL <br />/0NAL <br />