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Home My WebLink About1029 Route 28 plans 8� � SEAL �OF FIRST -FLOOR ��^�"��FRAMING IN RAL � �{��Bl"~xuy � ---% � � � 1 � N .48972 NAL STRUCTURAL GENERAL NOTES` ` ` ` ` `FOUNDATION NOTES` � ` ` ` � ` ` | ` `WOOD FRAMING NOTES 1. THE PROJECT CONSISTS OF THE REMOVAL OF TWO EXISTING BEARING WALLS AND REPLACEMENT WITH TWO NEW SUPPORT SYSTEMS. EACH NEW SUPPORT 1. FOOTINGS SHALL BEAR LEVEL ON A G, LAYER OF COMPACTED CRUSHED STONE (AS DEFINED BELOW) ATOP UNDISTURBED OR PROOF ROLLED, ACCEPTABLE SOILS (AS 1. LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND SYSTEM INCLUDES TWO SIMPLE -SPAN BEAMS, A FOOTING A COLUMN' AND MISCELLANEOUS CONNECTIONS. DEFINED OR ATOP COMPACTED STRUCTURAL | HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%, CONSTRUCTION OF NEW FOOTINGS MAY REQUIRE DE -WATERING OPERATIONS. SOILS UPON WHICH FOOTINGS BEAR SHALL BE CONSIDERED SOILS DIRECTLY UNDER THE FOOTINGS AND SOILS WITHIN 45* OF FOOTING LIMITS. 2. PRESSURE TREATED WOOD SHALL BE TREATED WITH ACO PRESERVATNE, DR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN 2. WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 2. SLABS -ON -GRADE SHALL BEAR LEVEL ON A|8^ LAYER OF COMPACTED CRUSHED STONE (AS DEFINED BELOW) ATOP UNDISTURBED DR PROOF ROLLED, ACCEPTABLE SOILS ACCORDANCE WITH ANRA C3' (AS DEFINED BELOW). OR ATOP COMPACTED STRUCTURAL FILL (AS DEFINED BELOW). AA THE INTERNATIONAL BUILDING CODE (IBC -2015) WITH 78O CMR 51UO' MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AMENDMENTS. ^ ' ` ' 3 THE FOLLOWING WOOD SHALL B[ PRESSURE TREATED: . / ` ' .. ' . ' : 3^ ACCEPTABLE SOILS (AS NOTED ABOVE) ARE EXISTING GRANULAR RLL OR NATURAL MARINE SAND. - WOOD USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES. SOLID BLOCKING, ETC.); B. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.- (ACI 318-19) � ' 4. COMPACTION NOTED ABOVE) |3 TO A5� MODIFIED PROCTOR DENSITY. 4' LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY. ` C A|SC 36O 1G "SPECIFICATION FOR STRUCTURAL STEEL BU|LD|NQ8^ - '- -' � � ' - ' | � ° 5 CRUSHED STONE SHALL 8� " ANGULAR, WASHED EJ�N[ (NO FINES) OF LIMESTONE OR GRANITE QUARRY CO�p/��'[D TO ACHIEVE� AN EQUIVALENT OF 05� MODIFIED 5^ ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY THE TRUSS JOIST CORPORATION, BOISE CASCADE, LOUISIANA PACIFIC ` D THE TIMBER CONSTRUCTION MANUAL, LATEST EDITION," AMERICAN FOREST 8u PAPER ASSOCIATION. ' '- ' ` ^ ' CORPORATION OR APPROVED EOUAL y ' ' ' � PROCTOR DENSITY COMPACTION. � �� ' | i � ' E. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION.' ' ' S. STRUCTURAL RLL GH/&| BE FREE OF ORCAN|C, FROZEN, OR OTHER DELETERIOUS MATERIALS AND CONFORM TO THE GRADATION REQUIREMENTS BELOW. STRUCTURAL RLL' FOLLOW MANUFACTURERS SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUQH�! � | ENGINEERED LUMBER PRODUCTS IS NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS AND D INCHES THICK FOR VIBRATORY PLATE COMPACTORS. CONSTRUCTION SHALL CONFORM TO CURRENT MASSACHUSETTS BUILDING CDD[ AND APPLICABLE PRODUCT DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS ` FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. SIEVE SIZE STRUCTURAL F|LL/(pERCENT Fy\�S|NQ By yyE|�HT) LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2.600 PSI. THE MINIMUM ALLOWABLE COMPRESSION � 4. � 100 ^ ' ' � STRESS ( PERPENDICULAR TO THE GRAIN SHALL BE 750 P0. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E\ SHALL BE 1.900.000 PSI . ' 3. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON 1.4 3. �O 1OO � � |NST�LL [VL`S |N STR|CT�CCDRDANCE YY|TH THE �ANUF�CTURER'S INSTRUCTIONS. ^ ' THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER |N YYR0NQ AND 8E RESOLVED 8Y THE ENGINEER BEFORE - � � - - � -. � .- �-- '�- -'-'- �'- �-�-- --- -- - - - -- -- - -- -- - - - --- ' ' ' - -- -� - -� �� - - -� �� 2 (1OO� A��H|N 12 INCHES OF UNDERSIDE 0F R}�ONOS OR SLABS.) � PROCEEDING WITH ANY WORK. , ' ` '^ 5' WOOD PRODUCTS THAT ARE SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL NOT BE USED. 45-y5 4. DESIGN VERTICAL LIVE LOADS: NO. 4 30-90 7' WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. < - FIRST -FLOOR LIVE LOAD: 100 PSF NO. 10 25-80 ' NO. 40 10-50 | 8. J0STS, RAFTERS, B[AWS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER SHALL NOT BE / CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED 5. NOTIFY THE ENGINEER OF ARCHITECTURAL MODIFICATIONS OR DIMENSIONAL CHANGES THAT WAY AFFECT STRUCTURAL DESIGN. NO. 200 0-10 WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. ` ? G. THE FOLLOWING SOIL PROPERTIES HAVE BEEN ASSUMED FOR THE FOOTING/FOUNDATION DES|GN(3): 7. SUBSOIL BEARING STRATA UPON WHICH FOOTINGS AND FAR SHALL BE FREE FROM VEGETATON, LOAM, AND ORGANIC MATERIALS. S|[[ RU~ Q. CONNECTORS AND FASTENERS. USED TO SECURE ACO PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL UNLESS ! - UNIT WEIGHT OF SOIL: 120 PCF TOPSOIL, AND OTHER UNACCEPTABLE MATERIALS UNDER FOOTING AND SLAB -ON -GRADE LOCATIONS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH COMPACTED OTHERWISE SPECIFIED. � - SOIL BEARING CAPACITY: 1500 PSF STRUCTURAL FILL AS DEFINED IN THESE NOTES.! � - ULTIMATE FRICTION FACTOR: 0.45 10'. DETAILS OF WOOD FRAMING SUCH AS NAUNQ, BLOCK|NQ, BRIDGING, FIRESTOPP|NG, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE ^ � MINIMUM GUBGRAOE MODULUS: 350 PCF SUBSOIL BEARING STRATA HAVING AN ALLOWABLE BEARING CAPACITY LOWER THAN 1,500 POUNDS PER SQUARE FOOT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH NATIONAL DESIGN SPECIFICATION CAFPA\. THE TIMBER CONSTRUCTION MANUAL (A[KC) , AND ARCHITECTURAL GRAPHICS STANDARD BY RAMSEY 8 - COHESION (c): U PSF COMPACTED STRUCTURAL FILL AS DEFINED IN THESE NOTES. SLEEPER. - INTERNAL FRICTION ANGLE (phi): 36r _ STIFFNESS (k): ' 25 PCI REMOVE EXISTING FILL MATERIAL WHERE NECESSARY AND REPLACE WITH CLEAN STRUCTURAL RLL COMPACTED IN O~ - 8^ LAYERS TO 95% MODIFIED PROCTOR DENSITY. 11. USE FULLY NAILED METAL CONNECTORS (USP, S|MPSON. OR EQUAL)_ WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS DRBEAMS. REFER { � TO FRAMING PLAN AND/OR SECTIONS FOR CONNECTOR TYPES. 7' THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT 8. ROOT SWATER PLACED |N �R DR ON FROZEN GROUND. -- ! ` CONDITIONS REQUIRE. i Q' THE CONTRACTOR SHALL EXECUTE DE -WATERING OPERATIONS, AS NECESSARY, TO ENSURE FOOTINGS, FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. 12. BUILT-UP BEAMS (3 PIECES MAXIMUM) SHALL BE FULLY SPIKED TOGETHER PER BUILT-UP BEAM DETAIL ON S-300. / 8. THE CONTRACTOR SHALL EXECUTE DE -WATERING OPERATONS, AS NECESSARY, TO ENSURE FOOTINGS, FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. � 10. THE ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE MATERIALS REQUIRING REMOVAL AND/OR REPLACEMENT. STRUCTURAL STEEL NOTES 1 STRUCTURAL STEEL ROLLED SHAPES, PLATES, AND FASTENERS SHALL BE NEW STEEL AND SHALL CONFORM TO THE LATEST VERSIONS OF THE FOLLOWING ASTM � . . ^ i DESIGNATIONS AS APPLICABLE (UNLESS OTHERWISE NOTED): ` � � ` 1. CONCRETE M|XTURE, FORM -WORK, AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF A[1 301 (LATEST EDITION), UNLESS OTHERWISE NOTED. ASTM A36 WIDE FUUVQE BEAMS, ANGLES, CHANNELS, AND PLATES � (MINIMUM YIELD STRENGTH FY=36.000 PSI). 2' CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND ANGULAR STONE AGGREGATES MAX.� , CONCRETE COMPRESSIVE STRENGTH �F^Cl |N 28 DAYS, WHEN TESTED IN ACCORDANCE NTH ACI 318 -LATEST EDITION, SHALL BE 4^000 P�. i ASTM A508 GRAD[ B OR C OR Al 085 HSS SQUARE AND RECTANGULAR TUBES � ' ' ! ^ ~ 3 THE MAXIMUM CONCRETE SLUMP SHALL BE 4' SLUMP SHALL MEASURED AT PO|NTDFPLACE�ENT. �AS NOTED i' SCALE ASTM A325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS. ' � ' ' � , , 4` ALL MIXING, AND CURING OF CONCRETE SHALL BE DON[ IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE | ASTM A3O7 �R.ANCHOR BOLTS AND LAC SCREWS UNLESS NOTED OTHERWISE. 4. SPECIFICATIONS AND GUIDELINES., � CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE W|X' � � ASTM A123/A133M HOT -DIPPED GALVANIZING i 6/21/2022 � 5. FORMS AND SUBSOIL BEARING STRATA SHALL BE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT, AND SHALL REMAIN FREE OF WATER FOR AT LEAST DRAWNBY 2' STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT A|SC SPECIFICATIONS FOR DES|gN, 24 HOURS.AEM � | FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CHECKED BY � G. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615. GRADE GD, EXCEPT WHERE NOTED.RUSTED BARS ARE NOT ALLOWED. � 3. WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY /WS D1.1. ' 7 REINFORCING BARS SHALL BE COLD BENT |N ACCORDANCE ��H THE PROPER RADII ESTABLISHED BY A� HEAT SHALL NOT BE USED TO OBTAIN BENDS ! ' ' ' ' ' 4. ELECTRODES FOR ALL WELDING SHALL CONFORM TO ASTM A233 (CLASS 70). � 8. REINFORCING BARS WAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER' � � 5. SPLICING STRUCTURAL MEMBERS IS NOT ALLOWED EXCEPT WHERE SPECIFIED. B. REINFORCING BARS SHALL BE SECURELYF,OS|T|ONED USING CHAIRS AND OTHER ACI -RECOGNIZED POSITIONING DEVICES. BR|CK, WOOD, OR OTHER ' � O. ALL SHOP -FABRICATION SHALL BE COMPLETE PRIOR TO COATING STEEL NON -CONFORMING SUPPORTS ARE NOT ALLOWED. � ' 7. ALL FABRICATED STEEL SHALL BE GALVANIZED PER ASTM A123/A123M EXCEPT WHERE NOTED. 1D. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: ��m . �^��r 0 0 1 � 8. DURING CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SHORING AND/OR BRACING - BOTTOMS OF FOOTINGS AND SLABS PLACED AGAINST EARTH 3^ �U AS REQUIRED TO ENSURE STRUCTURAL STABILITY.' - FORMED SIDES OF FO011NGS, STEM WALLS, AND PEDESTALS 2^ � - SLABS 1X^ BELOW TOP SURFACE � � . ! 11' REINFORCING: �BARS SHALL BE FREE OF BOND -BREAKING MATERIAL SUCH AS OILS. � ` .n � I OF 2 SHEETS PROJECT. NO. C 1 94R9- 01 04 04 � SEAL �OF FIRST -FLOOR ��^�"��FRAMING IN RAL � �{��Bl"~xuy � ---% � � � 1 � N .48972 NAL STRUCTURAL GENERAL NOTES` ` ` ` ` `FOUNDATION NOTES` � ` ` ` � ` ` | ` `WOOD FRAMING NOTES 1. THE PROJECT CONSISTS OF THE REMOVAL OF TWO EXISTING BEARING WALLS AND REPLACEMENT WITH TWO NEW SUPPORT SYSTEMS. EACH NEW SUPPORT 1. FOOTINGS SHALL BEAR LEVEL ON A G, LAYER OF COMPACTED CRUSHED STONE (AS DEFINED BELOW) ATOP UNDISTURBED OR PROOF ROLLED, ACCEPTABLE SOILS (AS 1. LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND SYSTEM INCLUDES TWO SIMPLE -SPAN BEAMS, A FOOTING A COLUMN' AND MISCELLANEOUS CONNECTIONS. DEFINED OR ATOP COMPACTED STRUCTURAL | HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%, CONSTRUCTION OF NEW FOOTINGS MAY REQUIRE DE -WATERING OPERATIONS. SOILS UPON WHICH FOOTINGS BEAR SHALL BE CONSIDERED SOILS DIRECTLY UNDER THE FOOTINGS AND SOILS WITHIN 45* OF FOOTING LIMITS. 2. PRESSURE TREATED WOOD SHALL BE TREATED WITH ACO PRESERVATNE, DR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN 2. WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 2. SLABS -ON -GRADE SHALL BEAR LEVEL ON A|8^ LAYER OF COMPACTED CRUSHED STONE (AS DEFINED BELOW) ATOP UNDISTURBED DR PROOF ROLLED, ACCEPTABLE SOILS ACCORDANCE WITH ANRA C3' (AS DEFINED BELOW). OR ATOP COMPACTED STRUCTURAL FILL (AS DEFINED BELOW). AA THE INTERNATIONAL BUILDING CODE (IBC -2015) WITH 78O CMR 51UO' MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AMENDMENTS. ^ ' ` ' 3 THE FOLLOWING WOOD SHALL B[ PRESSURE TREATED: . / ` ' .. ' . ' : 3^ ACCEPTABLE SOILS (AS NOTED ABOVE) ARE EXISTING GRANULAR RLL OR NATURAL MARINE SAND. - WOOD USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES. SOLID BLOCKING, ETC.); B. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.- (ACI 318-19) � ' 4. COMPACTION NOTED ABOVE) |3 TO A5� MODIFIED PROCTOR DENSITY. 4' LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY. ` C A|SC 36O 1G "SPECIFICATION FOR STRUCTURAL STEEL BU|LD|NQ8^ - '- -' � � ' - ' | � ° 5 CRUSHED STONE SHALL 8� " ANGULAR, WASHED EJ�N[ (NO FINES) OF LIMESTONE OR GRANITE QUARRY CO�p/��'[D TO ACHIEVE� AN EQUIVALENT OF 05� MODIFIED 5^ ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY THE TRUSS JOIST CORPORATION, BOISE CASCADE, LOUISIANA PACIFIC ` D THE TIMBER CONSTRUCTION MANUAL, LATEST EDITION," AMERICAN FOREST 8u PAPER ASSOCIATION. ' '- ' ` ^ ' CORPORATION OR APPROVED EOUAL y ' ' ' � PROCTOR DENSITY COMPACTION. � �� ' | i � ' E. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION.' ' ' S. STRUCTURAL RLL GH/&| BE FREE OF ORCAN|C, FROZEN, OR OTHER DELETERIOUS MATERIALS AND CONFORM TO THE GRADATION REQUIREMENTS BELOW. STRUCTURAL RLL' FOLLOW MANUFACTURERS SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUQH�! � | ENGINEERED LUMBER PRODUCTS IS NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS AND D INCHES THICK FOR VIBRATORY PLATE COMPACTORS. CONSTRUCTION SHALL CONFORM TO CURRENT MASSACHUSETTS BUILDING CDD[ AND APPLICABLE PRODUCT DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS ` FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. SIEVE SIZE STRUCTURAL F|LL/(pERCENT Fy\�S|NQ By yyE|�HT) LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2.600 PSI. THE MINIMUM ALLOWABLE COMPRESSION � 4. � 100 ^ ' ' � STRESS ( PERPENDICULAR TO THE GRAIN SHALL BE 750 P0. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E\ SHALL BE 1.900.000 PSI . ' 3. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON 1.4 3. �O 1OO � � |NST�LL [VL`S |N STR|CT�CCDRDANCE YY|TH THE �ANUF�CTURER'S INSTRUCTIONS. ^ ' THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER |N YYR0NQ AND 8E RESOLVED 8Y THE ENGINEER BEFORE - � � - - � -. � .- �-- '�- -'-'- �'- �-�-- --- -- - - - -- -- - -- -- - - - --- ' ' ' - -- -� - -� �� - - -� �� 2 (1OO� A��H|N 12 INCHES OF UNDERSIDE 0F R}�ONOS OR SLABS.) � PROCEEDING WITH ANY WORK. , ' ` '^ 5' WOOD PRODUCTS THAT ARE SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL NOT BE USED. 45-y5 4. DESIGN VERTICAL LIVE LOADS: NO. 4 30-90 7' WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. < - FIRST -FLOOR LIVE LOAD: 100 PSF NO. 10 25-80 ' NO. 40 10-50 | 8. J0STS, RAFTERS, B[AWS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER SHALL NOT BE / CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED 5. NOTIFY THE ENGINEER OF ARCHITECTURAL MODIFICATIONS OR DIMENSIONAL CHANGES THAT WAY AFFECT STRUCTURAL DESIGN. NO. 200 0-10 WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. ` ? G. THE FOLLOWING SOIL PROPERTIES HAVE BEEN ASSUMED FOR THE FOOTING/FOUNDATION DES|GN(3): 7. SUBSOIL BEARING STRATA UPON WHICH FOOTINGS AND FAR SHALL BE FREE FROM VEGETATON, LOAM, AND ORGANIC MATERIALS. S|[[ RU~ Q. CONNECTORS AND FASTENERS. USED TO SECURE ACO PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL UNLESS ! - UNIT WEIGHT OF SOIL: 120 PCF TOPSOIL, AND OTHER UNACCEPTABLE MATERIALS UNDER FOOTING AND SLAB -ON -GRADE LOCATIONS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH COMPACTED OTHERWISE SPECIFIED. � - SOIL BEARING CAPACITY: 1500 PSF STRUCTURAL FILL AS DEFINED IN THESE NOTES.! � - ULTIMATE FRICTION FACTOR: 0.45 10'. DETAILS OF WOOD FRAMING SUCH AS NAUNQ, BLOCK|NQ, BRIDGING, FIRESTOPP|NG, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE ^ � MINIMUM GUBGRAOE MODULUS: 350 PCF SUBSOIL BEARING STRATA HAVING AN ALLOWABLE BEARING CAPACITY LOWER THAN 1,500 POUNDS PER SQUARE FOOT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH NATIONAL DESIGN SPECIFICATION CAFPA\. THE TIMBER CONSTRUCTION MANUAL (A[KC) , AND ARCHITECTURAL GRAPHICS STANDARD BY RAMSEY 8 - COHESION (c): U PSF COMPACTED STRUCTURAL FILL AS DEFINED IN THESE NOTES. SLEEPER. - INTERNAL FRICTION ANGLE (phi): 36r _ STIFFNESS (k): ' 25 PCI REMOVE EXISTING FILL MATERIAL WHERE NECESSARY AND REPLACE WITH CLEAN STRUCTURAL RLL COMPACTED IN O~ - 8^ LAYERS TO 95% MODIFIED PROCTOR DENSITY. 11. USE FULLY NAILED METAL CONNECTORS (USP, S|MPSON. OR EQUAL)_ WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS DRBEAMS. REFER { � TO FRAMING PLAN AND/OR SECTIONS FOR CONNECTOR TYPES. 7' THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT 8. ROOT SWATER PLACED |N �R DR ON FROZEN GROUND. -- ! ` CONDITIONS REQUIRE. i Q' THE CONTRACTOR SHALL EXECUTE DE -WATERING OPERATIONS, AS NECESSARY, TO ENSURE FOOTINGS, FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. 12. BUILT-UP BEAMS (3 PIECES MAXIMUM) SHALL BE FULLY SPIKED TOGETHER PER BUILT-UP BEAM DETAIL ON S-300. / 8. THE CONTRACTOR SHALL EXECUTE DE -WATERING OPERATONS, AS NECESSARY, TO ENSURE FOOTINGS, FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. � 10. THE ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE MATERIALS REQUIRING REMOVAL AND/OR REPLACEMENT. STRUCTURAL STEEL NOTES 1 STRUCTURAL STEEL ROLLED SHAPES, PLATES, AND FASTENERS SHALL BE NEW STEEL AND SHALL CONFORM TO THE LATEST VERSIONS OF THE FOLLOWING ASTM � . . ^ i DESIGNATIONS AS APPLICABLE (UNLESS OTHERWISE NOTED): ` � � ` 1. CONCRETE M|XTURE, FORM -WORK, AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF A[1 301 (LATEST EDITION), UNLESS OTHERWISE NOTED. ASTM A36 WIDE FUUVQE BEAMS, ANGLES, CHANNELS, AND PLATES � (MINIMUM YIELD STRENGTH FY=36.000 PSI). 2' CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND ANGULAR STONE AGGREGATES MAX.� , CONCRETE COMPRESSIVE STRENGTH �F^Cl |N 28 DAYS, WHEN TESTED IN ACCORDANCE NTH ACI 318 -LATEST EDITION, SHALL BE 4^000 P�. i ASTM A508 GRAD[ B OR C OR Al 085 HSS SQUARE AND RECTANGULAR TUBES � ' ' ! ^ ~ 3 THE MAXIMUM CONCRETE SLUMP SHALL BE 4' SLUMP SHALL MEASURED AT PO|NTDFPLACE�ENT. �AS NOTED i' SCALE ASTM A325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS. ' � ' ' � , , 4` ALL MIXING, AND CURING OF CONCRETE SHALL BE DON[ IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE | ASTM A3O7 �R.ANCHOR BOLTS AND LAC SCREWS UNLESS NOTED OTHERWISE. 4. SPECIFICATIONS AND GUIDELINES., � CALCIUM CHLORIDE AND SIMILAR SALTS ARE NOT ALLOWED IN OR NEAR CONCRETE W|X' � � ASTM A123/A133M HOT -DIPPED GALVANIZING i 6/21/2022 � 5. FORMS AND SUBSOIL BEARING STRATA SHALL BE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT, AND SHALL REMAIN FREE OF WATER FOR AT LEAST DRAWNBY 2' STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT A|SC SPECIFICATIONS FOR DES|gN, 24 HOURS.AEM � | FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CHECKED BY � G. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615. GRADE GD, EXCEPT WHERE NOTED.RUSTED BARS ARE NOT ALLOWED. � 3. WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY /WS D1.1. ' 7 REINFORCING BARS SHALL BE COLD BENT |N ACCORDANCE ��H THE PROPER RADII ESTABLISHED BY A� HEAT SHALL NOT BE USED TO OBTAIN BENDS ! ' ' ' ' ' 4. ELECTRODES FOR ALL WELDING SHALL CONFORM TO ASTM A233 (CLASS 70). � 8. REINFORCING BARS WAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER' � � 5. SPLICING STRUCTURAL MEMBERS IS NOT ALLOWED EXCEPT WHERE SPECIFIED. B. REINFORCING BARS SHALL BE SECURELYF,OS|T|ONED USING CHAIRS AND OTHER ACI -RECOGNIZED POSITIONING DEVICES. BR|CK, WOOD, OR OTHER ' � O. ALL SHOP -FABRICATION SHALL BE COMPLETE PRIOR TO COATING STEEL NON -CONFORMING SUPPORTS ARE NOT ALLOWED. � ' 7. ALL FABRICATED STEEL SHALL BE GALVANIZED PER ASTM A123/A123M EXCEPT WHERE NOTED. 1D. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: ��m . �^��r 0 0 1 � 8. DURING CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SHORING AND/OR BRACING - BOTTOMS OF FOOTINGS AND SLABS PLACED AGAINST EARTH 3^ �U AS REQUIRED TO ENSURE STRUCTURAL STABILITY.' - FORMED SIDES OF FO011NGS, STEM WALLS, AND PEDESTALS 2^ � - SLABS 1X^ BELOW TOP SURFACE � � . ! 11' REINFORCING: �BARS SHALL BE FREE OF BOND -BREAKING MATERIAL SUCH AS OILS. � ` .n � I OF 2 SHEETS PROJECT. NO. C 1 94R9- 01