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NOTES:
<br /> GENERAL NOTES CONTRACTOR SHALL BE DUST AND DEBRIS GENERATEDBY DEMOLITIONOFSIBLE FOR RESTRICTING AND CONTAINING 6
<br /> AND CONSTRUCTION THE MANNER UNLESS SPECIFICA. HORIZONTAL FRAMING LLY MEMBERS DIPPED IN ANY
<br /> DETAILED,OR AS APPROVED BY THE
<br /> 1. ALL CONSTRUCTION SHALL COMPLY WITH 2018 IBC.IF THE DRAWINGS ANDIOR WORK. ARCHITECT!ENGINEER.
<br /> THE SPECIFICATIONS ARE AT VARIANCE THEREWITH,THE CONTRACTOR SHALL 13. IF AND WHEN THE NEED ARISES,THE CONTRACTOR SHALL OBTAIN APPROVAL 7. ALL WOOD FRAMING CONNECTORS SHALL BE"STRONG-TIE"SERIES AS
<br /> SO NOTIFY THE ENGINEER IMMEDIATELY. AND COORDINATE WITH THE OWNER ANY INTERRUPTION OF BUILDING MANUFACTURED BY THE SIMPSON CO.OR EQUAL MANUFACTURERS
<br /> 2. GENERAL CONTRACTOR TO VISIT JOB SITE TO FAMILIARIZE HIMIHERSELF WITH UTILITIES,DELIVERY OF BUILDING MATERIALS,OR USE OF FREIGHT ELEVATORS BROCHURES OR CATALOGS,INDICATING EACH TYPE OF CONNECTOR AND ITS
<br /> SITE CONDITIONS. IF APPLICABLE. ALLOWABLE WORKING LOAD VALUE SHALL BE SUBMITTED TO THE
<br /> 3. GENERAL CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS.IF ANY 14. WHERE MATERIALS,EQUIPMENT OR OTHER PRODUCTS ARE SPECIFIED BY ARCHITECTIENGINEER FOR REVIEW PRIOR TO INSTALLATION.
<br /> DISCREPANCIES ARISE BETWEEN THE DRAWINGS AND FIELD CONDITIONS OR IN MANUFACTURER,BRAND NAMES,ETC.,SUCH DESIGNATION IS TO ESTABLISH 8. ALL NAILS SHALL BE COMMON WIRE NAILS,UNLESS NOTED OTHERWISE.
<br /> THE DRAWINGS THEMSELVES,THE CONTRACTOR SHOULD NOTIFY ARCHITECT STANDARDS OF DESIRED QUALITY AND TYPE.ALL MATERIALS SHALL BE OF 9. PRE-BORE HOLES FOR NAILS WHERE MEMBERS TEND TO SPLIT.
<br /> FOR CLARIFICATIONS. HIGH QUALITY AND AT A MINIMUM EQUAL TO THAT SPECIFIED. 10. WHEREVER BOLTS ARE SPECIFIED,THERE SHALL BE A MINIMUM OF TWO(2)
<br /> 4. ALL WORK IS TO BE PERFORMED IN A GOOD WORKMANLIKE MANNER,AND BOLTS EACH PIECE WITH ONE(1)BOLT LOCATED WITHIN 12"OF END OF EACH
<br /> WHERE APPLICABLE,ALL CODES,REGULATIONS,SAFETY ORDERS,BUILDING RETROFIT DRAWINGS NOTES PIECE'
<br /> CODES AND ORDINANCES,SUCH AS BUT NOT LIMITED TO,OCCUPATIONAL 11. ALL EXPOSED BOLTS,PROTRUDING THROUGH THE NUT OVER 114"SHALL BE
<br /> HEALTH AND SAFETY STANDARDS,AIA GENERAL CONDITIONS,PLUS ANY 1. THESE SEISMIC RETROFIT DETAILS ARE DESIGNED TO PROMOTE PUBLIC CUT BACK TO FACE OF NUT AND GROUND OR FILED SMOOTH. SEAL
<br /> OTHER NATIONALISTATEILOCAL CODES OR DIRECTIVES RELATING TO THE SAFETY AND WELFARE BY REDUCING THE RISK OF EARTHQUAKE INDUCED 12. EXPOSED WOOD SCREWS SHALL BE FLAT HEAD AND COUNTERSUNK.
<br /> CONTEMPLATED TYPE OF WORK SHALL GOVERN THE CONSTRUCTION OF THE DAMAGE TO EXISTING HOMES.THESE DETAILS INCLUDE SOME OF THE 13. BEARING WALLS STUDS CANNOT BE NOTCHED MORE THAN 25%OF THEIR ,Si ER Spy
<br /> PROJECT. PRESCRIPTIVE MINIMUM STANDARDS BASED ON THE 2018 INTERNATIONAL WIDTH.BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40%OF THE F OF W ASy� k '
<br /> 5. GENERAL CONTRACTOR IS EXPECTED TO PROVIDE ALL NECESSARY MATERIALS EXISTING BUILDING CODE AND ARE INTENDED TO IMPROVE THE SEISMIC STUD WIDTH. =P4, `, ��� n�
<br /> AND LABOR TO COMPLETE THE INTENTIONS OF THESE DRAWINGS,EXCEPT FOR PERFORMANCE OF HOMES,BUT WILL NOT NECESSARILY PREVENT 14. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS �, , "" / ' ?oz./
<br /> ITEMS MARKED NOT IN CONTRACT(NJ.C)BY OWNER OR OTHERS. EARTHQUAKE DAMAGE. WITH FULL HEADS. -->>'
<br /> CONTRACTOR IS TO SUPPLY ONLY LABOR AND COORDINATION TO COMPLETE 2. THE SCOPE OF THESE DRAWINGS ONLY ADDRESS THE FOLLOWING: t5. ALL BOLTS HOLES SHALL BE DRILLED 1132"TO 1116"OVERSIZED.
<br /> THE INSTALLATION OF THESE ITEMS. �
<br /> EXISTING FLOOR JOIST FRAMING PARALLEL TO CRIPPLE WALL. 56735 <��
<br /> 6 UNLESS OTHERWISE ALL MATERIALS USED IN THISED. PROJECT MUST BE NEW AND OF GOOD QUALITY, EXISTING FLOOR• ANCHORAGE OF E JXISTSTI FRAMING
<br /> UNDATION SIPERPENDLL PLAICULAIT TO CRIPPLE WALL POST-INSTALLED ANCHORS NOTES �Fss/ONAL EEC.
<br /> 7. CONTRACTOR MUST HAVE THE NECESSARY INSURANCE AND BONDING TO - BRACING OF EXISTING CRIPPLE WALL 1. POST-INSTALLED ANCHORS INCLUDE EXPANSION ANCHORS,SCREW ANCHORS,
<br /> COVER HIMIHERSELF AND ANY EMPLOYEES OR CONTRACTORS TO INSURE EPDXY ANCHORSIDOWELS,AND POWDER-ACTUATED FASTENERS.
<br /> THAT THE OWNER IS FREE OF ANY LIABILITIES IN THE CASE OF ACCIDENTS OR 3. ALL WOOD HARDWARE AND FASTENERS SHALL BE ATTACHED TO EXISTING 2. INSTALL POST-INSTALLED ANCHORS IN ACCORDANCE WITH THE APPLICABLE ENGINEER:
<br /> MISHAPS. WOOD FRAMING MEMBERS FREE OF DAMAGE FROM,BUT NOT LIMITED TO, ICC-ES REPORT AND THE MANUFACTURER'S RECOMMENDATIONS.
<br /> 8. CONTRACTOR IS EXPECTED TO CARRY ALL WASTE AND TRASH OFF JOB SITE SIGNIFICANT SPLITS,MOLD,DRY ROT OR TERMITE DAMAGE.THE EVALUATION 3. DRILLED HOLES FOR POST-INSTALLED ANCHORS SHALL BE LOCATED TO AVOID IAN FOSTER S PIVAC K
<br /> TO MAINTAIN A CLEAN AND SAFE SITE AT ALL TIMES. OF EXISTING WOOD FRAMING MEMBERS FOR SIGNIFICANT SPLITS,MOLD,DRY CUTTING OR DAMAGING EXISTING REINFORCING BARS,UNLESS OTHERWISE
<br /> 9. FOR ANY EXTRA WORK THE OWNER MAY PROPOSE,OR ANY EXTRA WORK THE ROT OR TERMITE DAMAGE IS BEYOND THE SCOPE OF THESE DRAWINGS. NOTED OR APPROVED BY THE ENGINEER. DETERMINE EXISTING REINFORCING (703) 200-4519
<br /> CONTRACTOR CLAIMS TO BE NECESSARY,THE CONTRACTOR SHALL FURNISH LOCATIONS BY NON-DESTRUCTIVE MEANS.
<br /> TO THE OWNER AN ESTIMATE OF THE COST FOR SUCH WORK.THE 4. EXISTING UNDER FLOOR VENTILATION SHALL NOT BE REDUCED WITHOUT 4. SPECIAL INSPECTION IS REQUIRED FOR ALL POST•INSTALLED ANCHOR WA PE LICENSE NUMBER: 56735
<br /> CONTRACTOR SHALL PROCEED ONLY HAVING RECEIVED WRITTEN ORDER FROM PROVIDING EQUIVALENT NEW VENTILATION AS CLOSE TO THE EXISTING INSTALLATIONS,UON
<br /> THE OWNER ESTABLISHING THE AGREED PRICE AND DESCRIPTION OF THE VENTILATION AS POSSIBLE.THE LENGTH OF THE PANEL SHALL BE INCREASED 5. FIELD TESTING OF POST-INSTALLED ANCHORS IS REQUIRED,UON. TEST
<br /> WORK TO BE COMPLETED. A DISTANCE EQUAL TO THE LENGTH OF THE OPENING OR ONE STUD SPACE INSTALLED ANCHORS IN ACCORDANCE WITH THE FOLLOWING:
<br /> 10. THE CONTRACTOR SHALL FURNISH ALL MATERIALS,EQUIPMENT,MACHINERY, MINIMUM. • TEST 10%OF ANCHORS,UON.
<br /> TOOLS,APPARATUS,MEANS OF TRANSPORTATION AND LABOR NECESSARY IF ANY ANCHOR FAILS TESTING,TEST ALL ANCHORS OF THE SAME TYPE NOT
<br /> TO COMPLETE THE WORK IN FULL ACCORDANCE WITH THE CONSTRUCTION 5. 5.ANCHOR BOLTS SHALL BE PLACED WITHIN 12 INCHES,BUT NOT LESS THAN 9 PREVIOUSLY TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS.
<br /> DOCUMENTS.ALL ITEMS NOT SPECIFICALLY NOTED ON THE DRAWINGS BUT INCHES,FROM THE ENDS OF SILL PLATES AND IN THE CENTER OF THE STUD • FIELD TESTS SHALL BE EITHER TENSION TESTS OR TORQUE TESTS,AS
<br /> WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING SPACE CLOSEST TO THE REQUIRED SPACING. REQUIRED FOR THE SPECIFIC ANCHOR TYPE.
<br /> INSTALLATION OF THE DESIGN INTENT SHALL BE INCLUDED. • TENSION TESTS: APPLY TEST LOADS TO ANCHORS WITHOUT REMOVING THE Sr RO N G H O M E
<br /> 11. ALL REPLACING,PATCHING,AND REPAIRING OF ALL MATERIALS AND WOOD NOTES NUT IF POSSIBLE. IF NOT,REMOVE NUT AND INSTALL A THREADED COUPLER
<br /> SURFACES CUT OR DAMAGED IN THE EXECUTION OF THE WORK SHALL BE TO THE SAME TIGHTNESS AS THE ORIGINAL NUT USING A TORQUE WRENCH. SEISMIC
<br /> PERFORMED BY EXPERIENCED MECHANICS OF THE TRADE INVOLVED.SUCH 1. ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE SOUTHERN PINE. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE
<br /> REPLACING,REPAIRING ANDIOR PATCHING SHALL BE DONE WITH ALL MEMBERS,2"TO LESS THAN 3"THICK SHALL BE"NO.2"GRADE OR ANCHOR BEING TESTED,PROVIDED THE ANCHOR IS NOT RESTRAINED FROM
<br /> APPROPRIATE MATERIALS IN A MANNER THAT ALL SURFACES EFFECTED BETTER.ALL MEMBERS 3 112"OR GREATER SHALL BE NO.1 GRADE WITHDRAWING BY THE FIXTURES.TO BE ACCEPTABLE,ANCHORS SHALL
<br /> SHALL UPON COMPLETION OF THE WORK,MATCH THE SURROUNDING SIMILAR STRUCTURAL STUD FRAMING SHALL BE"NO.2"GRADE OR BETTER HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD
<br /> SURFACES. 2. ALL PLYWOOD USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO (OBSERVABLE MOVEMENT IS DEFINED AS THE WASHER UNDER THE NUT
<br /> 12. DURING CONSTRUCTION,THE CONTRACTOR SHALL FURNISH AND PLACE PRODUCT STANDARD PS 1.95"SHEATHING&SINGLE FLOOR,"EXPOSURE I. BECOMING LOOSE). SHEET NAME:
<br /> PROPER GUARDS FOR THE PREVENTION OF ACCIDENTS.THE CONTRACTOR PLYWOOD MAY BE SUBSTITUTED WITH OSB OF SAME OR GREATER GRADE. - TORQUE TESTS: TO BE ACCEPTABLE,THE APPLICABLE TEST TORQUE MUST
<br /> SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE OWNER'S PROPERTY OR 3. BOLT HOLES IN WOOD SHALL BE 1116"LARGER IN DIAMETER THAN NOMINAL BE REACHED WITHIN ONE-HALF TURN OF THE NUT. GENERAL NOTES
<br /> THAT OF ANY OTHER PARTY AT THE JOB SITE BY HIMIHER OR HIS/HER BOLT SIZE.MEMBERS REQUIRING LAG BOLTS SHALL BE PREDRILLED WITH
<br /> MEN!WOMEN OR SUB-CONTRACTORS AND SHALL MAKE GOOD ANY SUCH HOLES EQUAL TO APPROXIMATELY 70%OF THE BOLT SHANK DIAMETER.
<br /> DAMAGE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF 4. CUT WASHERS SHALL BE USED UNDER THE HEADS OF ALL BOLTS AND
<br /> ALL SURFACES INCLUDING GLASS,PARTITIONS,CARPETING,CABINETS,ETC. WASHERS BEARING ON WOOD.
<br /> PRIOR TO THE OCCUPANCY BY THE TENANT.ALL TRASH,CONSTRUCTION 5. INDIVIDUAL PLYWOOD SHEETS SHALL NOT BE LESS THAN 2'-0"IN THE LEAST SHEET NUMBER:
<br /> DEBRIS,TOOLS,ETC.SHALL BE REMOVED AND DISPOSED OF LEGALLY PRIOR DIMENSION NOR LESS THAN 8 SQUARE FEET IN AREA.USE FULL SHEETS
<br /> TO THE OCCUPANCY BY THE TENANT.DURING CONSTRUCTION,THE WHEREVER POSSIBLE.
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