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Home My WebLink About(08) S3-0032 IL STATEMENT OF SPECIAL INSPECTIONS CONT.: REQUIRED VERIFICATION AND INSPECTION OF SPRAYED FIRE-RESISTANT MATERIALS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO THE SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE APPROVED FIRE -RESISTANCE DESIGN AND THE ALL SURFACES TO BE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS. THE INSPECTED BEFORE THE PREPARED SURFACE OF STRUCTURAL MEMBERS TO BE APPLICATION OF THE X SPRAYED SHALL BE INSPECTED BEFORE THE APPLICATION SPRAYED FIRE-RESISTANT OF THE SPRAYED FIRE-RESISTANT MATERIAL. MATERIAL. THE INSPECTOR SHALL VERIFY THAT THE MINIMUM AMBIENT TEMPERATURE BEFORE AND AFTER APPLICATION AS X X SPECIFIED IN THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS IS MAINTAINED. THE INSPECTOR SHALL VERIFY THE AREA FOR APPLICATION IS VENTILATED DURING AND AFTER APPLICATION AS X X REQUIRED BY THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS INSPECTION FOR MASTIC AND INTUMESCENT FIRE- RESISTANT COATINGS APPLIED TO STRUCTURAL ELEMENTS AND DECKS SHALL BE IN ACCORDANCE WITH AWCI I2-B. X X INSPECTIONS SHALL BE BASED ON THE FIRE -RESISTANCE DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL VERIFY THE AVERAGE THICKN ESS OF THE SPRAYED FIRE-RESISTANT MATERIALS APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN THE THICKNESS REQUIRED BY THE APPROVED FIRE-RESISTANT DESIGN. THICKNESS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THE THICKNESS OF THE SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO FLOOR, ROOF AND WALL ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605 BY TAKING THE AVERAGE OF NOT LESS THAN FOUR MEASUREMENTS FOR EACH 1,000 SQUARE FEET OF THE SPRAYED AREA ON EACH FLOOR, ROOF, WALL OR PART THEREOF. THE THICKNESS OF SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO STRUCTURAL MEMBERS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THICKNESS TESTING SHALL BE PERFORMED ON NOT LESS THAN 25%OF THE STRUCTURAL MEMBERS ON EACH FLOOR. A. INDIVIDUALLY MEASURED THICKNESS, WHICH EXCEEDS THE THICKNESS SPECIFIED IN A DESIGN BY 1/4" OR MORE SHALL BE RECORDED AS THE THICKNESS SPECIFIED IN DESIGN PLUS 1/4". B. FOR DESIGN THICKNESSES GREATER THAN 1", THE MINIMUM ALLOWABLE INDIVIDUAL THICKNESS SHALL BE THE DESIGN THICKNESS MIN US 25%. THE INSPECTOR SHALL VERIFY THE DENSITY OF THE SPRAYED FIRE-RESISTANT MATERIAL IS NOT LESS THAN THE DENSITY REQUIRED IN THE APPROVED FIRE-RESISTANT DESIGN. THE DENSITY OF SPRAYED FIRE-RESISTANT MATERIAL SHALL BE DETERMINED IN ACCORDANCE WITH ASTM A605. THE INSPECTOR SHALL VERIFY THE COHESIVE/ADHESIVE BOND STRENGTH OF THE CURED SPRAYED FIRE-RESISTANT MATERIAL APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN 150 POUNDS PER SQUARE FOOT. THE COHESIVE/ADHESIVE BOND STRENGTH SHALL BE DETERMINED IN ACCORDANCE TO ASTM A736 BY TESTING IN -PLACE SAMPLES OF SPRAYED FIRE-RESISTANT MATERIAL. THE TEST SAMPLES SHALL BE SELECTED FROM EACH FLOOR, ROOF AN D WALL ASSEMBLY AT A RATE OF ONE SAMPLE FOR EVERY 10,000 SQUARE FOOT OF SPRAYED AREA IN EACH STORY. THE TEST SAMPLES SELECTED FROM BEAMS, GIRDERS, JOISTS, TRUSSES AND COLUMNS SHALL BE AT RATE OF NOT LESS THAN ONE SAMPLE FOR EACH TYPE OF STRUCTURAL FRAMING MEMBER FOR EVERY 10,000 SQUARE FOOT OF FLOOR AREA OR PART THEREOF. THE INSPECTOR SHALL PROVIDE A FINAL INSPECTION REPORT AFTER PATCHING AND REPAIR OF DAMAGED OR NOW COMPLIANT SPRAYED FIRED -RESISTANT MATERIALS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel SPECIAL INSPECTION AND TESTS FOR MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE PROGRAM REQUIREMENTS OF THE MASONRY SOCIETY (TMS) 402/ACI 530/ASCE 5 AND TMS 602(ACI 530.1/ASCE 6. TABLE 3.1.1- LEVEL A QUALITY ASSURANCE MINIMUM VERIFICATION PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION TABLE 3.1.2- LEVEL B QUALITY ASSURANCE MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.613.1.1h.3 FOR SELF -CONSOLIDATING GROUT VERIFICATION OF fMAND fe IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.413 PRIORTO CONSTRUCTION, EXCEPT WHEN SPECIFICALLY EXEMPTED BY THIS CODE MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCYI°) REFERENCE FOR CRITERIA TMS 402/ TM$602/ CONTINUOUS PERIODIC ACI530/ ACI 530.1/ ASCE 6 ASCE 6 1. VERIFY COMPLIANCE WITH THE X Art 1.6 APPROVED SUBMITTALS 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE- X Ad. 2.1, 2.6 A PREPARED MORTAR b. CONSTRUCTION OF MORTAR X AN. 3.3 B JOINTS c. GRADE AND SIZE OF PRESTRESSING TENDONS X AN. 2.4 B, 2.4 H AND ANCHORAGES d. LOCATION OF REINF, CONNECTORS, AND X Ad. 3.4.3.6 A PRESTRESSING TENDONS AND ANCHORAGES e. PRESTRESSING TECHNIQUE X AN. 3.6B I. PROPERTIES OF THIN -BED XIS) X(C) AN. 2.1C MORTAR FOR AAC MASONRY 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUTSPACE X Ad. 3.2 D. 3.2F b. GRADE, TYPE, AND SIZE OF REINF. AND ANCHOR BOLTS, X AND PRESTRESSING Sect. 6.1 Ad. 2.4. 3.4 TENDONS AND ANCHORAGES c. PLACEMENT OF REINF., Sect. 6.1, CONNECTORS, AND X 6.2.1, 6.2.6, M. 3.2 E, 3.41 PRESTRESSING TENDONS fi27 3.6A AND ANCHORAGES d. PROPORTIONS OF SITE - PREPARED GROUT AND Art 2.6 B, 2.4 PRESTRESSING GROUT FOR X G.i.b BONDEDTENDONS e. CONSTRUCTION OF MORTAR X M. 3.3 B JOINTS 4. VE RIFY D U R IN G CON STRU CTION: a. SIZE AND LOCATION OF X M. 3.3 F STRUCTURAL ELEMENTS b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OR ANCHORAGE OF X Sect. 1.2.1(e), MASONRY TO STRUCTURAL 6.1.4.3. 6.2.1 MEMBERS, FRAMES, OR OTHER CONSTRUCTION Sect 8.1.6.7.2, C. WELDING OF REINF. X 9.3.3.4(c), 11.3.3.4(b) d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER X Ad. 1.8 C, 1.8 D (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) e. APPLICATIONAND MEASUREMENTOF X Ad. 3.68 PRESTRESSING FORCE f. PLACEMENTOF GROUTAND PRESTRESSING GROUT FOR Ad. 3.5. 3.6 C BONDED TENDONS IS IN X COMPLIANCE 9. PLACEMENT OF AAC MASONRY UNITS AND XIS) X(C) Ad. 3.3 B.9, CONSTRUCTION OF THIN -BED 3.3 FAb MORTAR JOINTS 1.4 5. OBSERVE PREPARATION OF GROUT BAn. .2.a.3, 1.4 SPECIMENS, MORTAR SPECIMENS, X 8.2.b.3, 1.4 AND/OR PRISMS 8.2.c.3, 1.4 8.3, 1.48.4 (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE. (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET OF AAC MASONRY. (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY. 74ALi WOOLG ERT MCHITEOU E �NGINEEINGmCECWATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 WIMENJ E cam E U � C J '- K U Q) r^ VI � c m O a c � m � i mM €o (0 NV c W o m C V O C 'Z3 ABBREVIATIONS: y E CL CENTERLINE MAX MAXIMUM m � So °F DEGREES FAHRENHEIT MFR MANUFACTURER B DIA. DIAMETER MIN MINIMUM " INCH MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (E) EXISTING NTS NOT TO SCALE (N) NEW OBC OHIO BUILDING CODE Issuances: ACI AMERICAN CONCRETE INSTITUTE OC ON CENTER ASCE AMERICAN SOCIETYOF CIVIL ENGINEERS OF OPPOSITE HAND (MIRRORED) war nEsM"M MT 0 Issued For Building 3ReNew 9 10/12/1 ASTM AMERICAN SOCIETYFOR TESTING AND MATERIALS PL PLATE 1 Issued ForBuilding 3 Permit 06/10/1 BOT BOTTOM PSI POUNDS PER SQUARE INCH C CHANNEL PT PRESSURE TREATED CET CRITICAL EXPOSURE TEMPERATURE PJP PARTIAL JOINT PENETRATION WELD CL COLUMN RBS REDUCED BEAM SECTION CONC CONCRETE REF REFERENCE CJ CONTROL JOINT REINF REINFORCING CJP COMPLETE JOINT PENETRATION WELD READ REQUIRED CUR CLEAR, CLEARANCE REV REVISION CIA DIAMETER SC SLIP CRITICAL DO DITTO SH SHEET DWG DRAWING SIM SIMILAR Prom. No.: 074904 EF EACH FACE SME SUBJECTMATTER EXPERT EJ EXPANSION JOINT SO SQUARE Date: 10/12/18 EL ELEVATION STD STANDARD EQ EQUAL, EQUALLY SYM SYMMETRICAL EW EACH WAY T&B TOP AND BOTTOM FDN FOUNDATION TOC TOP OF CONCRETE FT FULLY TENSIONED TOS TOP OF STEEL fN SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR CONCRETE MASONRY, PSI TYP TYPICAL Sheet Name: fmc SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI UNO UNLESS NOTED OTHERWISE A SPECIAL INSPECTION GA GAUGE VERT VERTICAL HORIZ HORIZONTAL VIE VERIFY IN FIELD CONT. HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL) W WIDE FLANGE ROLLED STEEL BEAM ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE WP WORKING POINT KIP THOUSAND POUNDS FORCE WT STRUCTURALTEE KSI THOUSAND POUNDS PER SQUARE INCH WWF WELDED WIRE FABRIC L STEEL ANGLE XS EXTRA -STRONG LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL S3=003 DATE: 10/31/19