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10-723-062L0' Q L / O Ib O O AWE O N N 00 O _ o ` U ►E ,o I �I O O r� O O / 0 a� L U _,__, v7 O O 1111110-1 U Q) 0 LL n 0 0 0 c SPECIAL INSPECTION PLAN 1.1 EXPLANATION OF THE STRUCTURAL INSPECTION PLAN A. THE SPECIAL INSPECTOR SHALL INSPECT THE FRAMING SHOWN ON THE STRUCTURAL DRAWINGS IN ACCORDANCE WITH THIS PLAN TO VERIFY THAT THE WORK IS CONSTRUCTED IN SUBSTANTIAL ACCORDANCE WITH THE CONTRACT DOCUMENTS, EXCEPT FOR ACCEPTED VARIATIONS. 1. THE CONTRACT DOCUMENTS ARE DEFINED AS THE PERMITTED DRAWINGS, PROJECT SPECIFICATIONS, AND RECORDED ADDENDA AND AMENDMENTS. 2. EXCEPT AS NOTED, WORK OF THIS PLAN EXCLUDES THE INSPECTION OF ELEMENTS THAT DO NOT CONTRIBUTE TO THE CAPACITY OF THE PRIMARY STRUCTURAL FRAME. THIS INCLUDES RAILINGS, FIRE PROTECTION, ROOFING, GLAZED WINDOW SYSTEMS, MECHANICAUELECTRICAL SYSTEMS, ARCHITECTURAL COMPONENTS AND SITE WORK. B. SPECIAL INSPECTION SERVICES SHALL BE SEPARATE AND INDEPENDENT FROM ALL OTHER MATERIALS TESTING AND QUALITY ASSURANCE SERVICES. C. THE OWNER OR ENFORCING AGENCY MAY SUPPLEMENT THIS PLAN WITH ADDITIONAL INSPECTION REQUIREMENTS AS DEEMED NECESSARY DURING THE COURSE OF THE WORK. 1.2QUALIFICATIONS OF THE SPECIAL INSPECTOR A. THE SPECIAL INSPECTOR MAY SEND AN AUTHORIZED REPRESENTATIVE UNDER HIS RESPONSIBLE CHARGE TO UNDERTAKE INSPECTIONS AND SITE VISITS. AS USED IN THIS PLAN, THE TERM SPECIAL INSPECTOR INCLUDES HIS REPRESENTATIVE. B. BOTH THE SPECIAL INSPECTOR AND THE REPRESENTATIVE SHALL MEET THE QUALIFICATIONS AND STANDARDS SET FORTH BY RULE CHAPTER 61G15 -35 AND CHAPTER 471 OF THE FLORIDA STATUTES. RESUMES OF BOTH THE SPECIAL INSPECTOR AND THE REPRESENTATIVE(S) SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. 1.3RESPONSIBILITIES AND LIMITATIONS OF THE SPECIAL INSPECTOR A. THE SPECIAL INSPECTOR IS RESPONSIBLE TO THE OWNER AND THE ENFORCING AGENCY HAVING JURISDICTION FOR THIS PROJECT. THE SPECIAL INSPECTOR AND THE AUTHORIZED REPRESENTATIVE SHALL: 1. BECOME FAMILIAR WITH THE SPECIFIC STRUCTURAL COMPONENTS AND SYSTEMS THEY WILL BE INSPECTING. 2. DEVELOP A THOROUGH KNOWLEDGE OF THE APPLICABLE CONTRACT DOCUMENTS, ACCEPTED SUBMITTALS, AND GOVERNING CODES. 3. EXERCISE GOOD JUDGMENT. B. PRIOR TO STARTING WORK, THE SPECIAL INSPECTOR SHALL PROVIDE TO THE OWNER AND STRUCTURAL ENGINEER A CERTIFIED AFFIDAVIT ATTESTING THAT: 1. HE IS COMPETENT TO PROVIDE THE ENGINEERING SERVICES FOR THE SPECIFIC TYPE OF STRUCTURE. 2. HE HAS REVIEWED THE CONTRACT DOCUMENTS AND UNDERSTANDS THEIR CONTENT AND THE CONCEPT CONVEYED THEREIN. 3. HE HAS READ THE STRUCTURAL INSPECTION PLAN, UNDERSTANDS ITS INTENT AND INTENDS TO COMPLY WITH ITS REQUIREMENTS. C. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR INSPECTING THE STRUCTURE AS PREVIOUSLY DESCRIBED. REPORTS SHALL IDENTIFY WORK PERFORMED IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, AS WELL AS THE LOCATION AND DESCRIPTION OF ANY DEVIATIONS. D. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING THAT THE WORK OF THE TESTING AGENCY COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. THE SPECIAL INSPECTOR SHALL VISIT THE SITE AT SUCH FREQUENCY TO SATISFY HIMSELF THAT HIS REPRESENTATIVE'S INSPECTIONS COMPLY WITH THIS PLAN. F. THE SPECIAL INSPECTOR SHALL DEDICATE HIS ENTIRE TIME ON -SITE TO THE REQUIREMENTS OF THIS PLAN AND SHALL NOT PERFORM OTHER WORK, SUCH AS MATERIALS TESTING. G. THE SPECIAL INSPECTOR SHALL COMMUNICATE REGULARLY WITH THE STRUCTURAL ENGINEER TO DISCUSS DETAILS OF THE PROJECT AND TO CONFIRM THAT HE HAS UP -TO -DATE SKETCHES AND RFI RESPONSES. H. THE PRESENCE OF THE SPECIAL INSPECTOR DOES NOT RELIEVE THE ENFORCING AGENCY, THE ARCHITECT OR THE STRUCTURAL ENGINEER OF THEIR RESPONSIBILITIES. THE SPECIAL INSPECTOR SHALL NOT MAKE DESIGN DECISIONS OR INTERPRETATIONS OF THE CONTRACT DOCUMENTS. 1AREPORTING A. THE SPECIAL INSPECTOR SHALL RECORD PROGRESS, WORKING CONDITIONS, OBSERVATIONS, TESTING, DEVIATIONS FROM THE CONTRACT DOCUMENTS, AND ANY REQUIRED CORRECTIVE ACTION. HE SHALL RETAIN THE RECORDS FOR A MINIMUM OF 7 YEARS AFTER COMPLETION OF THE PROJECT. B. THE SPECIAL INSPECTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTOR IN PERSON, AND THE ARCHITECT AND STRUCTURAL ENGINEER BY TELEPHONE, OF MATERIALS, TESTS, EQUIPMENT, WORKMANSHIP OR CONSTRUCTION THAT: 1. DOES NOT CONFORM TO THE CONTRACT DOCUMENTS, OR 2. IS NOT INSPECTED OR TESTED AND CANNOT BE INSPECTED OR TESTED IN PLACE. THE SPECIAL INSPECTOR SHALL THEN IMMEDIATELY ISSUE THOSE EXCEPTIONS IN WRITING TO THOSE LISTED ABOVE AND ATTACH A COPY TO THE DAILY INSPECTION REPORT. C. THE SPECIAL INSPECTOR SHALL KEEP A NON - CONFORMANCE LOG REVIEW IT ON A DAILY BASIS, UPDATING AS THEY ARE RECTIFIED. IF ANY EXCEPTIONS ARE NOT RESOLVED IN A TIMELY MANNER, THE SPECIAL INSPECTOR SHALL ISSUE A NON-COMPLIANCE NOTICE TO THE CONTRACTOR AND SHALL COPY THE ENFORCING AGENCY, OWNER'S REPRESENTATIVE, ARCHITECT AND STRUCTURAL ENGINEER. D. AFTER EACH INSPECTION, THE INSPECTOR SHALL WRITE AND SIGN AN INSPECTION REPORT. THE REPORT SHALL INCLUDE THE FOLLOWING: 1. THE NAME AND LOCATION OF PROJECT; NAME OF INSPECTOR; PERMIT NUMBER; DATE; WORKING CONDITIONS, INCLUDING WEATHER AND TEMPERATURE; AND TYPE AND LOCATION OF WORK BEING PERFORMED. 2. DETAILS OF EACH INSPECTION, INCLUDING THE PRESENCE AND ACTIVITIES OF THE TESTING AGENCY. 3. NOTE DEFICIENCIES IN THE WORK AND ANY UNUSUAL CIRCUMSTANCES AFFECTING THE PERFORMANCE OF WORK, INCLUDING CHANGES IN MATERIALS OR WORK SEQUENCE. PLACE EMPHASIS ON RECURRING DEFICIENCIES. 4. IDENTIFY CORRECTIONS TO DEFICIENCIES LISTED IN PREVIOUS REPORTS. SINCE THE SPECIAL INSPECTOR DOES NOT CERTIFY THAT THE CONTRACT DOCUMENTS ARE IN COMPLIANCE WITH THE GOVERNING CODES, ALL STATEMENTS ISSUED SHALL REFER TO WHETHER OR NOT COMPLETED WORK IS IN SUBSTANTIAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. E. THE REPORT SHALL ALSO COMMENT ON THE FOLLOWING, WHEN APPLICABLE: 1. TEST REPORTS THAT DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. 2. THE GEOTECHNICAL ENGINEER'S INSPECTION REPORTS. 3. SHORING AND RE-SHORING ENGINEER'S INSPECTION REPORTS. 4. CHANGES MADE IN THE FIELD. THE REPORT SHALL ALSO INCLUDE PHOTOGRAPHS, WHEN APPROPRIATE. F. THE SPECIAL INSPECTOR SHALL SUBMIT THE REPORTS TO THE ENFORCING AGENCY, OWNER'S REPRESENTATIVE, ARCHITECT AND STRUCTURAL ENGINEER UNDER A SIGNED AND SEALED COVER LETTER ON A WEEKLY BASIS. G. THE INSPECTOR SHALL POST AT THE JOBSITE A LOG SUMMARIZING ALL INSPECTIONS, THE HEADER SHALL CONTAIN, AS A MINIMUM, THE PROJECT NAME AND LOCATION; PERMIT NUMBER; AND THE NAME OF THE SPECIAL INSPECTOR, OWNER, AND CONTRACTOR. THE INSPECTOR SHALL WRITE AN ENTRY AFTER EACH INSPECTION THAT INCLUDES THE DATE, CONSTRUCTION PHASE, WORK DESCRIPTION, COMMENTS, HIS SIGNATURE, AND WHETHER THE WORK INSPECTED IS APPROVED OR REJECTED. H. UPON COMPLETION OF THE BUILDING AND PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE SPECIAL INSPECTOR SHALL ISSUE A SIGNED AND SEALED STATEMENT ATTESTING THAT THE PART OF THE PROJECT UNDER HIS INSPECTION RESPONSIBILITIES HAS BEEN CONSTRUCTED IN SUBSTANTIAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS STATEMENT SHALL BE IN ACCORDANCE WITH SECTION 553.79(7)A OF THE FLORIDA STATUTES AND SHALL BE SUBMITTED TO THE ENFORCING AGENCY, OWNER, ARCHITECT AND STRUCTURAL ENGINEER. 1.5CONTRACTOR REQUIREMENTS A. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR WITH AN OFFICE AT THE CONSTRUCTION SITE THAT INCLUDES, AS A MINIMUM, A DESK, CHAIR, PLAN TABLE, PLAN RACK, FILING CABINET, TELEPHONE, UTILITIES, AIR CONDITIONING, JANITORIAL SERVICES, AND ACCESS TO A FAX MACHINE. B. THE CONTRACTOR SHALL FURNISH TO THE SPECIAL INSPECTOR COPIES OF ALL REVIEWED AND APPROVED SUBMITTALS FOR STRUCTURAL ELEMENTS, EXCLUDING CALCULATIONS, IN A TIMELY MANNER. C. THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR IN PERFORMING HIS INSPECTION DUTIES AND SHALL PROVIDE HIM WITH FREE ACCESS TO THE WORK AT ALL TIMES. D. THE INSPECTOR SHALL MAKE SPOT INSPECTIONS OF WORK IN PROGRESS IN AN EFFORT TO DETECT DEVIATIONS EARLY. HOWEVER, THIS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR CORRECTING DEVIATIONS FROM THE CONTRACT DOCUMENTS DISCOVERED AT ANY TIME. E. IN ORDER TO ASSURE TIMELY AND APPROPRIATE INSPECTIONS, THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR OF CONSTRUCTION SCHEDULES AND PLANNED OPERATIONS A MINIMUM OF 24 HOURS PRIOR TO THE TIME OF THE INSPECTION. REINFORCING STEEL INSPECTIONS SHALL BE SCHEDULED FOR AT LEAST ONE HOUR PRIOR TO CONCRETE DELIVERY. F. ALL SHORING AND RE-SHORING SHALL BE INSTALLED IN ACCORDANCE WITH THE DELEGATED SHORING ENGINEER'S SIGNED AND SEALED SHORING AND RE-SHORING DRAWINGS. THE SHORING ENGINEER OR HIS REPRESENTATIVE SHALL INSPECT THE SHORING AND RESHORING PRIOR TO EACH CONCRETE POUR TO CONFIRM THAT THE WORK COMPLIES WITH THE DRAWINGS AND SPECIFICATIONS. THE INSPECTOR SHALL PROVIDE HIS WRITTEN REPORT TO THE SPECIAL INSPECTOR. SEE STRUCTURAL NOTES AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS. G. IF ANY OF THE CONTRACTOR'S WORK IS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, HE MAY EITHER CORRECT IT OR SUBMIT TO THE ARCHITECT /ENGINEER A REQUEST FOR ACCEPTANCE OF THE DEVIATION. H. CONSTRUCTION THAT IS NOT INSPECTED AND THAT CANNOT BE INSPECTED MAY REQUIRE TESTING OR REMOVAL AS DETERMINED BY THE STRUCTURAL ENGINEER. I. IF WORK IS NOT IN SUBSTANTIAL ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR IF ANY CONSTRUCTION IS NOT INSPECTED AND CANNOT BE INSPECTED, THE SPECIAL INSPECTOR WILL NOT BE ABLE TO ISSUE A COMPLETION STATEMENT AND THE BUILDING WILL NOT RECEIVE A CERTIFICATE OF OCCUPANCY. J. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, ANY STATUTORY OR CONTRACTUAL OBLIGATIONS, NOR HIS RESPONSIBILITIES TO CARRY OUT QUALITY CONTROL INSPECTIONS AND TESTING, THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS AND SHALL BEAR THE COST OF ANY REQUIRED CORRECTIONS. WHILE THE SPECIAL INSPECTOR SHALL COOPERATE WITH THE CONTRACTOR, HE SHALL NEITHER DIRECT THE CONTRACTOR'S WORK NOR BE RESPONSIBLE FOR HIS CONSTRUCTION MEANS AND METHODS. 1.60WNER REQUIREMENTS A. THE OWNER SHALL ARRANGE FOR THE SPECIAL INSPECTOR TO RECEIVE ALL APPROPRIATE CONTRACT DOCUMENTS, INCLUDING TWO COMPLETE SETS OF ALL ARCHITECTURAL AND STRUCTURAL DOCUMENTS, INCLUDING DRAWINGS AND SPECIFICATIONS, AND THE GEOTECHNICAL REPORT AT THE START OF CONSTRUCTION. HE SHALL ALSO ENSURE THAT THE SPECIAL INSPECTOR RECEIVES IN A TIMELY MANNER ALL MATERIAL TEST REPORTS AND TWO COPIES OF ALL STRUCTURAL CHANGES, REVISIONS, ADDENDA, ETC. B. THE OWNER SHALL RETAIN A GEOTECHNICAL CONSULTANT AND TESTING AGENCY AS REQUIRED BY THE CONTRACT DOCUMENTS. PART II INSPECTIONS 2.1 GENERAL A. THE FOLLOWING IS A GENERAL INSPECTION PLAN DESCRIBING WORK TO BE PERFORMED BY THE SPECIAL INSPECTOR. THE INTENT IS TO DESCRIBE THE MINIMUM REQUIREMENTS NECESSARY TO CONFIRM THAT WORK COMPLIES WITH THE CONTRACT DOCUMENTS. THE FOLLOWING ARE NOT INSPECTOR CHECK LISTS BUT POINT OUT SOME CRITICAL AREAS REQUIRING SPECIFIC ATTENTION BY THE SPECIAL INSPECTOR. 2.2 THE FOLLOWING IS A DESCRIPTION OF THE SCOPE OF SPECIAL INSPECTIONS: A. THE PROJECT CONSISTS OF A FAt ADE RENOVATION. ITEMS TO BE INSPECTED ARE AS FOLLOWS: 1. NEW STEEL FRAMING FOR SUPPORT OF CURTAIN WALL AND CANOPY. 2. STRUCTURAL ATTACHMENT OF NEW GLAZING SYSTEM TO THE BUILDING ENVELOPE AND VERIFICATION OF GLAZING AS SPECIFIED. 3. ATTACHMENT OF NEW CANOPY CLADDING INCLUDING PLYWOOD AND ALUCOBOND VENEER. 4. EXISTING EXTERIOR WALL OPENINGS INFILLED WITH COLD - FORMED STEEL FRAMING. 5. REINFORCEMENT IN NEW CONCRETE CURBS AND PLANTERS. 6. PRODEMA CLADDING ATTACHMENTS TO THE BUILDING ENVELOPE. 7. ALUCOBOND VENEER CLADDING AT WINDOWS. S. STRUCTURAL ATTACHMENT OF NEW REAR DOOR AND VERIFICATION OF DOOR AS SPECIFIED. B. SPECIFIC ITEMS THAT WILL NOT BE INSPECTED BY THE STRUCTURAL SPECIAL INSPECTOR ARE AS FOLLOWS 1. GLAZING INSTALLATION OTHER THAN ITS STRUCTURAL ATTACHMENTS AND SPECIFICATION. 2. STOREFRONT CURTAIN WALL SYSTEM OTHER THAN ITS STRUCTURAL ATTACHMENT AND GLAZING SPECIFICATION. 3. WATER TIGHTNESS OF THE BUILDING ENVELOPE. 4. INTERIOR TENANT WORK. 2.3 CLADDING A. THE CLADDING ON THIS PROJECT INCLUDES THE PRODEMA CLADDING, ALUCOBOND VENEER CLADDING AND NEW CURTAIN WALL. B. THE SPECIAL INSPECTOR SHALL INSPECT ALL CLADDING CONNECTIONS USING BOTH THE CONTRACT DOCUMENTS AND THE SHOP DRAWINGS. C. INSPECT ALL CONNECTIONS AND VERIFY COMPLIANCE PRIOR TO CONCEALMENT. 1. INSPECT SETTING OF ANCHOR BOLTS, EMBEDS AND OTHER MISCELLANEOUS STRUCTURAL ITEMS FOR SIZE, QUANTITY AND FINISH. 2. CHECK THAT ERECTION SEQUENCE AND ALL PERMANENT BRACING AND SUPPORTS ARE IN ACCORDANCE WITH SUBMITTALS. 3. VERIFY THAT BEARING CONDITIONS COMPLY WITH SPECIFIED REQUIREMENTS. 4. VERIFY CONNECTION MATERIAL SIZES AND CONFIGURATIONS. �. VISUALLY EXAMINE ALL WELDS FOR TYPE, SIZE, LENGTH AND QUALITY. VERIFY THAT SPECIFIED TESTING IS PERFORMED BY THE TESTING AGENCY. VERIFY THAT WELDS ARE CLEAN AND FREE FROM SLAG AND THAT RUST PROTECTION, IF REQUIRED, HAS BEEN APPLIED AS PER SPECIFICATIONS. VERIFY THAT ALL WELDERS ARE AWS CERTIFIED. b. INSPECT EXPANSION ANCHORS AND CHEMICAL ADHESIVE FOR ANCHORING THREADED RODS AS DESCRIBED IN CAST -IN -PLACE CONCRETE. 2.4 SHALLOW FOUNDATION PREPARATION A. THE GEOTECHNICAL CONSULTANT OR TESTING AGENCY RETAINED BY THE OWNER SHALL MONITOR AND TEST BACKFILL AND COMPACTION OPERATIONS AND SHALL CONFIRM THAT THE SUBGRADE PREPARATION OF ALL SHALLOW FOUNDATIONS COMPLIES WITH THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS. HE SHALL FURNISH THE SPECIAL INSPECTOR WITH DAILY REPORTS AS WELL AS THE COMPLETION REPORT REQUIRED BY THE CONTRACT DOCUMENTS. 2.5 SLAB -ON -GRADE PREPARATION A. THE GEOTECHNICAL CONSULTANT OR TESTING AGENCY RETAINED BY THE OWNER SHALL MONITOR AND TEST ALL SLAB -ON -GRADE BACKFILL AND COMPACTION OPERATIONS TO CONFIRM THAT SUBGRADE PREPARATION COMPLIES WITH THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS. HE SHALL FURNISH THE SPECIAL INSPECTOR WITH DAILY REPORTS. B. VERIFY THAT SUBGRADE DISTURBED BY OTHER TRADES IS PROPERLY RECOMPACTED. 2.6 CAST -IN -PLACE CONCRETE A. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO THE PLACEMENT OF ANY STRUCTURAL CONCRETE. B. VERIFY THAT SLAB THICKNESS IS MAINTAINED AT SLAB DEPRESSIONS AND STEPS. C. INSPECT REINFORCING STEEL PER THE STRUCTURAL DRAWINGS, SUPPLEMENTED BY THE APPROVED SHOP DRAWINGS, TO VERIFY THE FOLLOWING: 1. REINFORCING STEEL GRADE, SIZE, QUANTITY, CONFIGURATION AND SPACING. 2. REINFORCING STEEL IS ADEQUATELY SUPPORTED AND TIED TO RESIST DISPLACEMENT DURING CONCRETE POUR AND THAT CONCRETE COVER IS PROPER. 3, HOOKED BARS ARE PLACED PROPERLY. 4. EMBEDMENT LENGTHS, SPLICE LOCATIONS AND LAP SPLICE LENGTHS ARE ACCEPTABLE. 5. PROPER TIE SPACING. 6. REINFORCING STEEL LAYERS IN SLABS AND WALLS ARE PROPER. 7. CONFIRM THAT REINFORCING STEEL SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. VERIFY THAT FORM OIL, WHERE USED, IS APPLIED BEFORE REINFORCING STEEL IS PLACED. D. INSPECT WELDED WIRE REINFORCEMENT TO VERIFY THE FOLLOWING: 1. WIRE SIZE AND SPACING IN EACH DIRECTION COMPLY WITH THE STRUCTURAL DRAWINGS. 2. WWR IS ADEQUATELY SUPPORTED AND TIED TO RESIST DISPLACEMENT DURING CONCRETE POUR AND THAT CONCRETE COVER IS PROPER. 3. SPLICES ARE ADEQUATE LENGTH AND PROPERLY TIED. 4. WWR SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. E. CHECK THAT EXPANSION JOINT MATERIAL, DOVETAIL SLOTS, ANCHORS, EMBEDDED CONDUITS, AND LOAD CARRYING EMBEDDED ITEMS ARE PROPERLY POSITIONED AND SECURED TO RESIST DISPLACEMENT DURING CONCRETING. RELOCATION OF OR MODIFICATION TO STRUCTURAL ITEMS DUE TO CONFLICT WITH REINFORCING IS PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. F. INSPECT CONSTRUCTION JOINTS AS FOLLOWS: 1. VERIFY THAT DOWELS, KEYWAYS AND BULKHEADS COMPLY WITH THE CONTRACT DOCUMENTS. 2. CONFIRM THAT BEAM AND SLAB CONSTRUCTION JOINT LOCATIONS COMPLY WITH THE CONTRACTOR'S CONSTRUCTION JOINT PLAN SUBMITTED TO THE ARCHITECT. G. VERIFY THAT SAWCUT JOINTS ARE: 1, PROVIDED ONLY WHERE INDICATED. 2. THE PROPER DEPTH, SPACING AND LOCATION. 3. PROVIDED IN THE TIME FRAME INDICATED IN THE CONTRACT DOCUMENTS. H. CHECK THAT ALL FOREIGN MATERIAL IS REMOVED FROM FORMS OR EXCAVATIONS PRIOR TO CONCRETING. I. BE ON SITE AT THE START OF EACH CONCRETE POUR REQUIRING INSPECTION BY THIS PLAN. REMAIN ON SITE FOR A SUFFICIENT TIME TO CONFIRM THAT CONCRETING PRACTICES ARE PROPER AND COMPLY WITH ACI 301, ASTM C94 AND OTHER RECOGNIZED INDUSTRY STANDARDS, INCLUDING THE FOLLOWING: 1. ALL REINFORCING STEEL CORRECTIONS ARE COMPLETED PRIOR TO CASTING CONCRETE. 2. THE FIRST CONCRETE TRUCK OF EACH TYPE OF CONCRETE POUR HAS THE PROPER CONCRETE MIX NUMBER AND STRENGTH AND THAT THE BATCH TIME LEAVES SUFFICIENT TIME TO POUR ALL CONCRETE FROM THE TRUCK. SPOT CHECK FUTURE TRUCKS. 3. THE TESTING AGENCY IS ON SITE FOR EACH TYPE OF CONCRETE POUR TO TEST CONCRETE AS REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING MIXING TIME, TEMPERATURE, SLUMP, AND AIR CONTENT, AND REPORTS ANY CONCRETE DELIVERED THAT IS NOT AS SPECIFIED. CHECK THAT ADDITION OF WATER TO THE CONCRETE MIX IN THE FIELD COMPLIES WITH THE GUIDELINES IN THE CONTRACT DOCUMENTS. 4. CONCRETE IS BEING CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY RECOGNIZED INDUSTRY STANDARDS. CONCRETE IS BEING PLACED CONTINUOUSLY, OR IN A MANNER TO AVOID PLACING CONCRETE AGAINST HARDENED CONCRETE, RESULTING IN THE FORMATION OF SEAMS OR PLANES OF WEAKNESS. 5. CONCRETE IS BEING CONSOLIDATED AND THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS AND INTO CORNERS OF FORMS, ELIMINATING AIR OR STONE POCKETS THAT MAY CAUSE HONEYCOMBING, PITTING OR PLANES OF WEAKNESS. 6. SPOT CHECK THAT CURING PROCEDURES COMPLY WITH THE CONTRACT DOCUMENTS, ACI 308, "STANDARD PRACTICE FOR CURING CONCRETE" AND OTHER RECOGNIZED INDUSTRY STANDARDS. J. AFTER THE FORMWORK REMOVAL, SPOT CHECK CONCRETE SURFACES FOR HONEYCOMBING AND VOIDS. K. INSPECT EXPANSION ANCHORS AND CHEMICAL ADHESIVE FOR ANCHORING REINFORCING STEEL AND THREADED RODS USED TO SUPPORT WORK DESCRIBED IN THIS PLAN AS FOLLOWS: 1. VERIFY HOLE DIAMETER, DEPTH, LOCATION, SPACING, AND EDGE DISTANCE AND CONFIRM THAT HOLE HAS BEEN THOROUGHLY CLEANED AS REQUIRED BY MANUFACTURER. 2. VERIFY THAT EXPANSION ANCHORS ARE PROPERLY TIGHTENED. 3. VERIFY THAT THE EPDXY TYPE IS PROPER FOR THE APPLICATION, SUCH AS PASTE FOR HORIZONTAL V u w• U V V i v V V V U V U U U HOLES. VERIFY THAT EPDXY MIXING AND INSTALLATION COMPLY WITH MANUFACTURER'S w y v y u REQUIREMENTS. i u r r• • i V • 2.7 STEEL FRAMING AND MEMBERS r w • r r Y r V V r • r •• uiV VUV A. INSPECT ALL STEEL MEMBERS AND FRAMING AS REQUIRED BY THE CONTRACT DCC!JMENTS .USE BnTH THE CONTRACT DOCUMENTS AND THE SHOP DRAWINGS FOR ALL INSPECTIONS. VERIFY THAVALL � =1EI_b WELDERS ARE AWS CERTIFIED FOR THE TYPE OF WELDS BEING MADE. r . ' ... • • • ' s e e • • .00V w • B. STRUCTURAL STEEL SHOP INSPECTIONS: 1. THE CONTRACT DOCUMENTS PLACE RESPONSIBILITY FOR SHOP INSPECTION AND TESTING WITH THE FABRICATOR'S QUALITY CONTROL PROGRAM. THE SPECIAL INSPECTOR SHALL BECOME FAMILIAR WITH THIS PROGRAM. C. FIELD INSPECTION OF STEEL CONSTRUCTION: PROVIDE ALL INSPECTIONS REQUIRED BY THE CONTRACT DOCUMENTS. COMPLETE ALL INSPECTIONS AND VERIFY COMPLIANCE PRIOR TO CONCRETING OR CONCEALMENT. 1. CHECK STEEL AS RECEIVED FOR POSSIBLE DAMAGE DURING SHIPPING. 2. CHECK STRUCTURAL STEEL MEMBER SIZES AND GRADES. 3. SPOT CHECK MEMBER STRAIGHTNESS, FINISH, AND CAMBER. CONFIRM THAT PAINT IS ONLY APPLIED ON APPROPRIATE SURFACES. 4. INSPECT SETTING OF ANCHOR BOLTS, EMBEDS AND OTHER MISCELLANEOUS STRUCTURAL ITEMS FOR SIZE, QUANTITY AND FINISH. CHECK THE INSTALLATION OF COLUMN BASE PLATES FOR PROPER LEVELING, GROUT TYPE AND GROUT APPLICATION. 5. INSPECT ALL FIELD CONNECTIONS AND SPOT CHECK SHOP CONNECTIONS. VERIFY CONNECTION MATERIAL SIZES, CONFIGURATIONS, AND FIT -UP. 2. VISUALLY EXAMINE ALL FIELD WELDS AND SPOT CHECK ALL SHOP WELDS FOR TYPE, SIZE, LENGTH, AND QUALITY. VERIFY THAT SPECIFIED TESTING IS PERFORMED BY THE TESTING AGENCY. VERIFY THAT WELDS ARE CLEAN AND FREE FROM SLAG AND THAT RUST PROTECTION HAS BEEN APPLIED AS PER SPECIFICATIONS. b. VERIFY THE TYPE, SIZE AND QUANTITY OF BOLTS IN ALL BOLTED CONNECTIONS. CHECK THAT BOLTS ARE CLEAN AND LUBRICATED, HAVE PROPER WASHERS, AND CONFORM TO THE SPECIFICATIONS. CHECK THAT BOLT HOLES ARE THE SPECIFIED TYPE AND SIZE. SPOT CHECK THE BOLT TIGHTENING SEQUENCE. VISUALLY VERIFY PROPER DEGREE OF BOLT TIGHTENING, PARTICULARLY OF ALL SLIP - CRITICAL BOLTS. CHECK 10% OF LOAD INDICATOR WASHERS WITH A FEELER GAUGE. 6. CHECK HEADED STUD ANCHORS FOR SIZE, LENGTH, SPACING AND WELDING AS REQUIRED BY THE CONTRACT DOCUMENTS. VERIFY THAT SHEAR CONNECTORS ARE TESTED BY TESTING LABORATORY. 2.8 MASONRY A. INSPECT ALL REINFORCED MASONRY PER ACI 530, ACI 530.1 AND AS FOLLOWS: 1. SPOT CHECK THAT MATERIALS ARE PROPERLY STORED. 2. WORKMANSHIP. 3. UNIT SIZE, STRENGTH AND WEIGHT. 4. MORTAR AND GROUT TYPE, MIXING AND PLACEMENT. 5. PLACEMENT OF REINFORCING STEEL AND JOINT REINFORCING, INSERTS, ANCHORS AND OTHER STRUCTURALASPECTS. 6. CHECK CLEANOUT AREAS TO CONFIRM THAT CELLS TO BE REINFORCED ARE CLEAN AND FREE OF ALL FOREIGN MATERIAL AND THAT VERTICAL BAR IS TIED TO DOWEL. 7. CONTROL JOINT CONSTRUCTION. 8. DURING GROUTING, VERIFY THAT ALL CELLS ARE FILLED SOLID AND THAT GROUT IS CONSOLIDATED AS REQUIRED BY THE CONTRACT DOCUMENTS. IF IN DOUBT AFTER COMPLETION, CHECK USING A HAMMER. 9. CHECK CONNECTION OF SIDE OR TOP OF WALL TO SUPPORTING ELEMENTS. 2.9 COLD FORMED STEEL FRAMING 1. CHECK MATERIAL AS RECEIVED FOR DAMAGE DURING SHIPPING. 2. CHECK STUD COATING. 3. CHECK MATERIAL GRADE, GAGE, SIZE AND SPACING. 4. CHECK FIELD AND SHOP CONNECTIONS INCLUDING CONNECTION PLATE GRADE SIZE AND THICKNESS, SCREW TYPE, SIZE, QUANTITY AND SPACING. 5. CHECK BRACING MEMBERS, CONNECTIONS AND SPACING. 6. VERIFY THAT SUBSEQUENT TRADES HAVE NOT CUT, OR DAMAGED FRAMING IN ANY MANNER PART III TESTING AND SUBMITTALS 3.1 MATERIALS TESTING A. THE TESTING AGENCY RETAINED BY THE OWNER SHALL PERFORM ALL TESTS DESCRIBED IN THE CONTRACT DOCUMENTS AND SHALL PROVIDE A REPORT OF EACH TEST OF WORK DESCRIBED IN THIS PLAN TO THE OWNER, CONTRACTOR, ARCHITECT /ENGINEER AND SPECIAL INSPECTOR. B. THE SPECIAL INSPECTOR SHALL REVIEW ALL MATERIAL TEST REPORTS UPON RECEIPT AND SHALL INCLUDE I IN HIS REPORT ANY RESULTS THAT DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. C. THE SPECIAL INSPECTOR MAY REQUEST THE OWNER'S REPRESENTATIVE TO AUTHORIZE ADDITIONAL TESTS. WHEN APPROPRIATE. 3.2 STRUCTURAL SUBMITTALS A. THE SPECIAL INSPECTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL SUBMITTALS. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR WITH ONE COPY OF ALL STRUCTURAL SUBMITTALS, EXCLUDING CALCULATIONS, AND ALL ACCEPTED ALTERNATES FOR HIS RECORD AND USE. ALL SHOP DRAWINGS AND OTHER SUBMITTALS REFERENCED IN THIS PLAN SHALL CONTAIN EVIDENCE OF REVIEW AND ACCEPTANCE BY THE CONTRACTOR, ARCHITECT AND STRUCTURAL ENGINEER. AS A MINIMUM, THE FOLLOWING SUBMITTALS SHALL BE PROVIDED. 1. REINFORCING STEEL FABRICATION AND PLACEMENT DRAWINGS AND BAR LISTS. 2. CONCRETE MIX DESIGNS FOR EACH PROPOSED STRENGTH AND TYPE OF CONCRETE. 3. STRUCTURAL STEEL WELDER CERTIFICATES. 4. EXTERIOR COLD FORMED STEEL FRAMING SHOP & ERECTION DRAWINGS. 5. FABRICATION AND ERECTION DRAWINGS FOR PRODEMA CLADDING, ALUCOBOND VENEER CLADDING AND CURTAIN WALL SYSTEM. 0� _r1_1 Thornton Tom,ase.m CPr, 1' ' 101 NE Third Avenue, 1170 s7�;U T. Fort Lauderdale, FL 33301 -1199 CT(ry Sir T 954.903.9300 F 954.903.9331 �� °x COA # 7519 TT Project No. K10013.00 "'P ov L) sr.. r seal/signature: MATTHEW OLENDER, PE FL LIC..NO, PE "68679 date:° - COMM. I DATE 2010 --3 1 8 -5 -2010 A 1� 5701 SUNSET DRIVE SUITE B -10 FLORIDA, 33143 SOUTH MIAMI SPECIAL INSPECTION PLAN T1L� 111MIIIIIIIIIII � Q ;"i 16 architect NORBERTO ROSENSTEIN ARCHITECT , INC. NUffECW - MOOR DM - RAM 126 S. FEDERAL HIGHWAY SUITE # 202 DANIA BEACH, FLORIDA 33004 PH- (954) 922 -6551 FAX: (954) 922 -7388 EMAIL -info•rosensteinarchitect.com WEB: wwwrosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO. 69178 COPYRIGHT © 2010 NOR■ERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED r +sMa DRAWN ,' .._.T CHECKED I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. - e elton + leniz A R Q U I T E C T O S A S 0 C I A D 0 S RUT :76.575.840 -8 AURELIO GONZALEZ 3330 VITACURA 18-11-2010 REVISION R E V I S 1 0 N S COMM. I DATE 2010 --3 1 8 -5 -2010 A 1� 5701 SUNSET DRIVE SUITE B -10 FLORIDA, 33143 SOUTH MIAMI SPECIAL INSPECTION PLAN T1L� 111MIIIIIIIIIII � Q ;"i 16