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Home My WebLink About03070151.8EXPANSION ANCHORS 1. EXPANSION ANCHORS SHALL BE MANUFACTURED BY HILTI AND SHALL BE THE SIZE, AND EMBEDMENT INDICATED ON DRAWINGS. EXPANSION ANCHORS SHALL BE SLEEVE ANCHORS WHEN EMBEDDED INTO MASONRY AND KWIK BOLT II WHEN EMBEDDED INTO CONCRETE, UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. EPDXY ADHESIVE ANCHORS 1. EPDXY ADHESIVE SHALL BE EPCON "CERAMIC 6" EPDXY MANUFACTURED BY ITW RAMSET/REDHEAD. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. 2, THREADED RODS SHALL BE ASTM A36. SIZES AND EMBEDMENT AS INDICATED ON THE DRAWINGS. MASONRY 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1- 95/ASCE 6-95/TMS 402-95)" EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 2. COMPRESSIVE STRENGTH SHALL BE DETERMINED FOR EACH TYPE OF MASONRY BY THE UNIT STRENGTH METHOD. A. CONCRETE MASONRY: Cm = 1500 PSI AT 28 DAYS. 3. MATERIALS A. CONCRETE MASONRY UNITS: ASTM C90 TYPE I. 1. LIGHTWEIGHT AGGREGATE PER ASTM C331 OR NORMAL WEIGHT AGGREGATE PER ASTM C33. B. FACING BRICK: ASTM C216 GRADE SW. COLOR AND SIZE AS NOTED ON THE ARCHITECTURAL DRAWINGS. C. MORTAR: ASTM C270 TYPE N. 1. PORTLAND CEMENT -LIME MORTAR: a. PORTLAND CEMENT: TYPE I. b. HYDRATED LIME: TYPE S. 2. MASONRY CEMENT MORTAR IS PERMITTED. D. GROUT: ASTM C476. SLUMP 8" TO 11". E. REINFORCING STEEL: ASTM A615, 60 KSI YIELD. F. HORIZONTAL JOINT REINFORCING FOR SINGLE WYTHE CONCRETE MASONRY AND 4" CMU + 4" BRICK WALL: 9 GAGE LADDER TYPE. HOT DIPPED GALVANIZED PER ASTM A153 CLASS B. PLACE HORIZONTAL JOINT REINFORCING AT 16" CENTERS VERTICALLY FOR CONCRETE MASONRY. LAP HORIZONTAL JOINT REINFORCING 6" MINIMUM. G. BRICK VENEER ANCHORS FOR WOOD STUD BACKUP: DUR-O-WAL DA 210 + DA 700 5x5 OR HOHMANN AND BARNARD DW -10 + VEE WALL TIES, HOT -DIPPED GALVANIZED PER ASTM A153 CLASS B. FLAT CORRUGATED TIES ARE NOT PERMITTED. WOOD SCREWS SHALL BE MINIMUM 10g, 2" LONG AND SHALL BE CADMIUM -PLATED OR HOT -DIPPED GALVANIZED. (STAINLESS STEEL AND COPPER - COATED SCREWS ARE NOT PERMITTED.) PROVIDE BRICK VENEER ANCHORS WITH MAXIMUM HORIZONTAL SPACING OF 24" AND MAXIMUM VERTICAL SPACING OF 16". BRICK VENEER ANCHORS SHALL BE EMBEDDED 2" MINIMUM INTO BRICK. 4. MORTAR PROPORTIONS MUST BE ACCURATELY MEASURED PRIOR TO MIXING. ADD CEMENT TO MIX IN FULL BAG QUANTITIES. MEASURE SAND IN BOX WITH VOLUME OF ONE CUBIC FOOT AS OFTEN AS NECESSARY TO MAINTAIN CONSISTENT PROPORTIONS AND AT LEAST ONCE DAILY AND EVERY 4 HOURS OF MIXING. 5. PROVIDE PREFABRICATED "L" AND "T" SHAPED HORIZONTAL JOINT REINFORCING AT WALL INTERSECTIONS. 6. KEEP AIR SPACE BEHIND VENEER FREE OF MORTAR DROPPINGS. 7.RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY WORK UNLESS OTHERWISE NOTED. 8. PROVIDE MOVEMENT JOINTS IN BRICK VENEER WHERE INDICATED ON ARCHITECTURAL DRAWINGS: A. MOVEMENT JOINTS IN BRICK: 3/8" WIDE CLEAN JOINT FILLED WITH EXPANSION JOINT MATERIAL PER ASTM D1056, CLASS RE 41. CAULK EXTERIOR FACE. 9. PROVIDE 48 BAR DIAMETER LAP SPLICE FOR ALL REINFORCING UNLESS NOTED OTHERWISE. STRUCTURAL STEEL 1. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS FOR "DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION. 2. FABRICATOR SHALL DESIGN CONNECTIONS AND, WHEN REQUESTED, SUBMIT CALCULATIONS TO AID THE ENGINEER IN REVIEW. UNLESS SPECIFIC END MOMENTS AND REACTIONS ARE INDICATED ON DRAWINGS, DESIGN AND FABRICATE CONNECTIONS TO RESIST SHEAR BASED ON THE MAXIMUM UNIFORM LOAD CAPACITY OF THE MEMBER FOR THE SPAN INCREASED BY 15%, BUT NO MORE THAN THE SHEAR CAPACITY OF THE MEMBER. 3. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1:2000). 5. MATERIALS: A. W -SHAPES UNLESS NOTED: ASTM A992, Fy = 50 KSI. B. ROLLED SHAPES OTHER THAN W -SHAPES AND PLATES UNLESS NOTED: ASTM A36. C. BOLTS: ASTM A325 -N, 3/4" DIAMETER UNLESS NOTED. D. ANCHOR BOLTS: ASTM A36 OR ASTM F1554, GRADE 36, CONFIGURATION AS SHOWN ON THE DRAWINGS. E. FIELD WELDS: AWS E70XX, LOW HYDROGEN ELECTRODES. F. TUBULAR SHAPES (HSS SQUARE AND RECTANGULAR): ASTM A500, GRADE B. G. NON -SHRINK NON-METALLIC GROUT: CRD -C-621 AND ASTM C1107 FOR INTERIOR AND EXTERIOR APPLICATIONS, 6. PAINT AND PROTECTION: A. STRUCTURAL STEEL UNLESS NOTED: FABRICATOR'S STANDARD PRIME COAT. TOUCH UP AFTER ERECTION. B. LINTELS SUPPORTING EXTERIOR MASONRY WYTHES AND MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURES: 1. BLAST STEEL CLEAN PER SSPC-SP6 "COMMERCIAL BLAST CLEANING", PAINT WITH ORGANIC ZINC RICH PRIMER PORTER ZINC -LOCK 308 DRY FILM THICKNESS 2.5 MILS, AND FINISH PAINT 2 COATS ALIPHATIC POLYURETHANE PORTER HYTHANE 4600 SERIES. SUBSTITUTE MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO PAINTING. OR 2. HOT DIP GALVANIZE PER ASTM A123 AFTER FABRICATION. COATING WEIGHT PER PARAGRAPH 5.1 OF ASTM A123 AND A153. FABRICATE ASSEMBLIES PER ASTM A143, A384, AND A385. REPAIR DAMAGED AREAS AND WELDS MADE AFTER GALVANIZING AFTER ERECTION IN ACCORDANCE WITH ASTM A780 WITH ORGANIC ZINC RICH PAINT COMPLYING WITH GOD -P-21035 OR MIL -P-26915, MULTIPLE COATS TO DRY FILM THICKNESS OF 4 MILS. 7. CONTRACTOR SHALL SUBMIT ERECTION AND SHOP DRAWINGS FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. WOOD 1. MATERIALS: A. FRAMING LUMBER: 1. 2 x 8 AND LARGER: NO. 2 GRADE OR BETTER SOUTHERN PINE KILN DRIED. 2. 2 x 4 AND 2 x 6: STUD GRADE OR BETTER SPRUCE PINE FIR KILN DRIED. 3. CCA OR CZC PRESSURE TREAT TO 0.25 LBS/CUBIC FOOT ALL PIECES IN CONTACT WITH FOUNDATION OR EXPOSED TO WEATHER. B. SHEATHING & SUBFLOORING: I. MATERIALS: C1. FLOOR SHEATHING: 48/24 APA RATED TONGUE & GROOVE SUBFLOOR EXPOSURE 1. ORIENTED STRAND BOARD IS NOT PERMITTED TO BE USED BELOW THINSET CERAMIC TILE OR MARBLE FLOOR FINISHES, USE PLYWOOD INSTEAD. b. ROOF SHEATHING: 32/16 APA RATED ROOF SHEATHING EXPOSURE 1. C. WALL SHEATHING: 32/16 APA RATED STRUCTURAL WALL SHEATHING EXPOSURE 1. 2. CONNECTIONS: a. ALL SHEATHING SHALL BE NAILED TO WOOD FRAMING WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES, 12" ON CENTER AT INTERMEDIATE ROOF AND WALL SUPPORTS, AND 10" ON CENTER AT INTERMEDIATE FLOOR SUPPORTS UNLESS NOTED OTHERWISE. C. ADHESIVE FOR SUBFLOORING: SHALL CONFORM TO PERFORMANCE SPECIFICATION AFG-01 DEVELOPED BY APA. D. LVL (LAMINATED VENEER LUMBER) BEAMS: DISTRIBUTED AS MICRO -LAM LVL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING ALL HOLE SIZE & PLACEMENT. LVL BEAMS SHALL HAVE DESIGN STRESS VALUES AS FOLLOWS: Fb = 2600 PSI BENDING Fv = 285 PSI HORIZONTAL SHEAR Fc = 750 PSI COMPRESSION PERPENDICULAR TO GRAIN E = 1,900,000 PSI MODULUS OF ELASTICITY E. PSL (PARALLEL STRAND LUMBER) BEAMS AND COLUMNS: DISTRIBUTED AS PARALLAM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PSL BEAMS AND COLUMNS SHALL HAVE DESIGN STRESS VALUES AS FOLLOWS: Fb = 2900 PSI BENDING Fv = 290 PSI HORIZONTAL SHEAR Fc = 2900 PSI COMPRESSION PARALLEL TO GRAIN Fc = 650 PSI COMPRESSION PERPENDICULAR TO GRAIN E = 2,000,000 PSI MODULUS OF ELASTICITY 2. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE MADE PER TABLE 2304.9.1 "FASTENING SCHEDULE", IN REFERENCED BUILDING CODE. STAPLES NOT PERMITTED FOR FASTENING APA RATED SHEATHING AND SUBFLOORING. 3. ALL PLYWOOD SUBFLOORING SHALL BE GLUED AND NAILED. 4. ALL CONNECTION HARDWARE SPECIFIED ON THE STRUCTURAL DRAWINGS Kevioed /looued: SHALL BE MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY AND SHALL BE 9-6-02 looued for F FASTENED AS SPECIFIED IN THE SIMPSON PRODUCT AND INSTRUCTION MANUAL. 1-8-03 Addendum 5. WOOD TRUSSES: A. METAL PLATE CONNECTED WOOD TRUSSES SHALL BE FABRICATED BY A MANUFACTURER CERTIFIED UNDER THE TRUSS PLATE INSTITUTE NER-OA 430 QUALITY ASSURANCE PROGRAM. B. ALL WORK TO CONFORM TO THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" (ANSI/TPI 1-1995) BY THE TRUSS PLATE INSTITUTE, INC. C. UNLESS NOTED OTHERWISE, ALL TRUSSES SHALL BE DESIGNED FOR THE\`;J LOADS AS SHOWN IN THE DESIGN LOAD SECTION OF THESE NOTES. srcliccurer t,lxnniag D. SHOP DRAWINGS ARE REQUIRED AND SHALL BEAR THE DESIGNER'S inti riot d>i ENGINEERING SEAL, SHOW ALL DESIGN AND FABRICATION DATA, TEMPORARY AND PERMANENT BRACING REQUIREMENTS, HANDLING AND ERECTION INSTRUCTIONS, :;:r� at i. 0t La , Cincinnati, i)H •'�:; AND ALL FIELD -CONNECTION REQUIREMENTS. SHOP DRAWINGS SHALL CLEARLY TE 1.-513.51.12 SHOW PERMANENT BRACING REQUIREMENTS FOR WEB COMPRESSION MEMBERS. AN FAX. .313,751.09 ERECTION PLAN LOCATING ALL TRUSSES SHALL BE PROVIDED. E. ALL TRUSSES SHALL BE BRACED DURING ERECTION PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" BY THE TRUSS PLATE INSTITUTE, UNLESS MORE STRICT BRACING IS REQUIRED BY THE TRUSS MANUFACTURER. THIS BRACING SHALL REMAIN AS PERMANENT BRACING. BRACING IN THE PLANE OF THE TOP CHORD MAY BE REMOVED WHEN THE TOP CHORD IS LATERALLY BRACED BY PLYWOOD SHEATHING. 6, FOR WOOD ROOF TRUSSES, INSTALL ONE SIMPSON H2.5 HURRICANE TIE AT EACH MEMBER AT EACH BEARING LOCATION IN ADDITION TO THE TYPICAL NAILING REQUIREMENT IN THE "FASTENING SCHEDULE. S T E V] 7. PROVIDE SOLID BLOCKING IN FLOOR CONSTRUCTION UNDER POSTS, S C H A: MULTIPLE STUDS OR BEAM BEARINGS. 8. ALL NAILS AND FASTENERS WITH EXTERIOR EXPOSURE SHALL BE HOT ASSOCIATES, DIPPED GALVANIZED OR STAINLESS STEEL. CONSULTING ENG 9. ALL MULTIPLE HEADERS AND BEAMS SHALL BE FASTENED TOGETHER AT TOP 10411 MEDALLION DRIVE, AND BOTTOM INTO EACH ADJACENT MEMBER WITH (MINIMUM) TWO ROWS OF 16d CINCINNATI. OHIO 4 NAILS AT 12" 0. C. FOR BEAM DEPTHS LESS THAN 12 INCHES. FOR DEPTHS (513) 542-3300 FAX: (513 GREATER THAN 12 INCHES, THROUGH -BOLT WITH 1/2" DIAMETER BOLTS AT 12" O.C. STAGGERED TOP AND BOTTOM. SIDE LOADED BEAMS SHALL BE THROUGH - BOLTED. 10. I -JOISTS MAY BE USED IN PLACE OF OPEN WEB FLOOR TRUSSES AT CONTRACTOR'S DISCRETION UPON STRUCTURAL ENGINEER'S APPROVAL. Corvette and Associ Design Consultan 2142 Alpine Place Cincinnati, Ohio Phone (513) 221 Fax (513) 221-66 cO 2002 CMC Prc Thio document and th deoi,po incorporated he property of Speer & Aooc are not to be used or re whole or in part for any orpurpooe without t authorization of CMC Date: 5 h e MAR. 2002 Job No.: