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SHOP DRAWINGS AND SUBMITTALS <br /> 1. SUBMIT LAYOUT DRAIMNGS IN PDF FORMAT FOR REVIEW OF: <br /> A. REINFORCING STEEL <br /> B. PRE—MANUFACTURED ENGINEERED WOOD TRUSSES <br /> 2. SUBMIT SPECIFICATIONS IN PEE FORMAT FOR REVIEW OF: 97064th Avenue NE <br /> Suite 300 <br /> A. CONCRETE DESIGN MIX <br /> Seattle,WA 98115 <br /> B. CONCRETE INSERTS <br /> P:206.523.0024 <br /> DEFERRED SUBMITTALS F:206.523.1012 <br /> www.dcgengr.mrn <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 FOLLOIMNG: M C. SC <br /> I�1 <br /> A. PRE—MANUFACTURED ENGINEERED WOOD TRUSSES <br /> JOB SITE SAFETY <br /> THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR <br /> CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTORS SAFETY PRECAU➢ONS OR inS SI0C,AL �" Q <br /> TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM i <br /> THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE srAMa <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 /> SPECIAL INSPECTION <br /> w�s <br /> =gym <br /> �N <br /> 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDICTIONALLY <br /> APPROVED AGENCY IN ACCORDANCE WITH SBC 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 `o <br /> INSPECTOR. IS <br /> 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS FOLLOWS: o" <br /> SUMMARY OF SPECIAL INSPECTION <br /> ITEM INSPECTION REQUIRED REMARK <br /> VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION <br /> GRADING AND EXCAVATION VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION REFER TO GEOTECHNICAL REPORT <br /> VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND <br /> COMPACTION OF FILL; CONTINUOUS INSPECTION X <br /> VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DCG (A <br /> PLACEMENT OF CONCRETE,INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; REFER TO DRAWWGS; NOT REQUIRED FOR SITE-WORK CONCRETE O 3 <br /> CONCRETE CONTINUOUS INSPECTION Y " <br /> VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION REFER i0 DRAWINGS <br /> PERFORM CYLINDER STRENGTH TESTS FOOTINGS/SLAB-ON-GRADE-3,000 PSI Ca <br /> VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION REFER i0 DRAWINGS <br /> REINFORCING STEEL <br /> VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 N <br /> EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER i0 DRAWINGS OR FIELD DIRECTIVES a+ ° <br /> WOOD FLOOR/WALL DIAPHRAGMS VERIFY NAIL SIZE, SPACING, SHEATHING TYPE, BLOCKING,ETC.; PERIODIC INSPECTION REFER i0 DRAWINGS - <br /> E <br /> ca €� <br /> L d3 ff� <br /> d w v ® <br /> L m w' z <br /> 0 " <br /> 3 <br /> U UJ65 3 w a Cm¢ uw <br /> L o a E <br /> W ' ¢ w j z <br /> L w <br /> w z 8.2 <br /> z L 0 <br /> w <br /> w <br /> z <br /> w <br /> C7 <br /> Y <br /> 1' <br /> O <br /> `L <br /> J_ <br /> Q PROJECT#: 1827 <br /> DRAWN BY: TF/BV/JH <br /> to <br /> K <br /> wCHECKED BY: MS/EM <br /> z <br /> K <br /> OU GENERAL <br /> NOTES <br /> 1 <br /> STANK <br /> w <br />