2420 39TH ST VERIZON WIRELESS ANTENNA 2019-08-08

GENERAL NOTES CONCRETE NOTES CLIENT: 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE 21. ALL ITEMS NOT LISTED AS 'EXISTING" OR PROVIDED BY OTHERS'ARE TO BE SUPPLIED AND INSTALLED BY THE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.THE CONTRACTOR. Verizon FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH PERSONNEL AND SERVICE EQUIPMENT. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. CHAPTER 19 OF THE IBC 2015. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S 23. WHERE EXISTING MATERIALS ARE RE-USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE EMPLOYEES AND THEIR SUB-CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT (f) CONTENT PER 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB-CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR CUBIC YARD WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE IMPLEMENTATION TEAM/CLIENT: YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH SLAB ON GRADE 3,000 PSI < 0.45 5 1/2 SACKS 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THE PROPERTY OWNER AND WIRELESS CARRIER), WHICHEVER IS GREATER. TOPPING SLABS CONCRETE PIERS 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TOIBETTER THAN NEW CONDITION. S. ROPSHALLNNOTIFY BE ENGINEER OF ANY DAMAGE TO THE ALL STRUCTURAL CONCRETE 4,000 PSI 0.45 6 1/2 SACKS If LYNX 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT CONCRETE WALLS 4,000 PSI < 0.45 6 1/2 SACKS 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. THE EXPENSE OF THE CONTRACTOR. CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND 9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS.ALL CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB-CONTRACTORS SHALL PROCEDURES OF CONCRETE PLACEMENT. NECESSARY LICENSES. CERTIFICATES, ETC.. REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL PAID FOR BY THE CONTRACTOR. CONTRACTOR AND SUB-CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR CONSTRUCTION. WITH AN AIR-ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, OMISSIONS.NO VARIATIONS OE MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR ARE WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2015. APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE 27. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND MANUFACTURER'S. PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS ST), GRADE SPECIFICATIONS REMAIN THE PROPERTY OF LYNX 60. f=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS ARCSULTITG.INC.NEITHER NG NS RUCTION INC.W NOR THE AHTS PROT WILL BE PROVIDING CONSTRUCTION REVIEW OF 11. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN 28. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE SHAD BE GRADE 40. fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS THIS PROJECT. THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE CENTERLINE OF ELEMENTS, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM NOTED. SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM 29. LYNX CONSULTING INC. HAS NOT CONDUCTED. NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT RELIEVE THE CONTRACTOR. SUB-CONTRACTOR. PRESENCE OF HAZARDOUS MATERIALS, INCLUDING, BUT NO LIMITED TO.ASBESTOS WITHIN THE CONFINES OF THIS 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE �, IND tr' AND/OR SUPPLIER/MNUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION. REMOVAL, OR ANY WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ,C ry,(.r REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. 1 `l A COMPLETE. ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT .0 " OF WASkl " IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. MATS OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. [4, .<4 `�' ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, �',� AND/OR INCREASED LENGTH (I.E. BOLT/ BAR LENGTHS). THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. Of' O IN THE BID/PROPOSAL THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED CONDITIONS, DIMENSIONS, AND UTILITIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES d &' SHALL BE DEEMED TO BE INCLUDED. BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60. �:� / ��- ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY fy=60,000 PSI. 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND AN INSPECTION. WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. PROPOSED DESIGN LOADS. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS "' ilite 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 16 51134 ,�w 14. BY OTHERS UNDERNO WORK SHALL O SEPARATE WITHOUT COVER. THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. 10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ��C's�E�'Is-r - V. 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE 32. ELECTRICALTHE , PLUMBING, ORCTOR SHALL ESTRUCTURALIFY THAT OELEMENTS AND EXIST CONFLICTS THAT BETWEEN REQUIRED CLEARANCES FOR THE INSTALLATION AND FOOTINGS AND OTHER UNFORMED 3" SIGNAL V APPROVED STRUCTURAL ANALYSIS AND MODIFY. IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE SURFACES, EARTH FACE STRUCTURAL ANALYSIS. ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. FORMED SURFACES EXPOSED 6 BARS OR LARGER) 2" 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP TO EARTH OR WEATHER 5 BARS OR SMALLER) 1-1/2' REV �� OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 33. IF THE CONTRACTOR OR SUB-CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ENGINEER WITH COPIES 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION,THE SLABS AND WALLS (INTERIOR FACE) 3/4' - - - CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND 11.BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM - - - 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BUILDING AUTHORITIES DURING EXECUTION OF THE WORK. 12.ANCHOR BOLTS TO CONFORM TO ASTM A307. BREAKAGE, COLLAPSE, ETC.. ACCORDING TO APPLICABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 13.NON-SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL - - - 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON 20. WHERE NEW PAVING, CONCRETE SIDEWALKS. OR PATHS MEET EXISTING CONSTRUCTION,THE CONTRACTOR SHALL MATCH WHICH IT IS PLACED (3.000 PSI MINIMUM). - - - THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. 14.ALL EXPANSION ANCHORS TO BE HILT! BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. - - - SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND _ _ _ RECOMMENDED TESTING AGENCY: PHONE: (_) ___ 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO 2 05/14/18 ISSUED FOR SUBMITTAL (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) FABRICATION. THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD SHEET NUMBER SHEET NUMBER 1 03/14/18 ISSUED FOR REVIEW SPECIAL INSPECTIONS. BOLTING, EXPANSION BOLTS.AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I 'SPECIFICATION /14/ FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION. THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2015 CHAPTER 22, BY A QUALIFIED TESTING AGENCY lal L -- glEa PROJECT: WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. AND TEST RESULTS. VP Q► SEA SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ',+o ` WIDE STREAM OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES I A DETAIL NUMBER DETAIL NUMBER OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION TYPE OF MEMBER 8 il SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI I I 2420 39TH ST REQUIRED SPECIAL INSPECTIONS OTHER SHAPES, PLATES AND RODS ASTM A36, f 36 KSI "e,„m,.,✓ EVERETT, WA 98201 2015 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, & 1705 PIPE COLUMNS ASTM A53, fy 35 KSI STRUCTURAL TUBING ASTM A500, f 46 KSI ❑ STRUCTURAL STEEL (1705.2;AISC 360) 0 SPRAYED FIRE-REST MATERIALS (1705.3) ANCHOR BOLTS ASTM A307 y LARGE SCALE DETAIL SECTION DETAIL ❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) 0 INTUMESCENT FIRE-RESIST CTGS (1705.14) CONNECTION BOLTS ASTM A325 SHEET TITLE: ❑ STRUCTURAL CONCRETE (1705.3) 0 EIFS (1705.15) 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. -- ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) 0 POST-INSTALLED ANCHORS (1705.3; AISC 315: 0.9.2) 5. ALL WELDING SHALL BE.IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY / WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAUFlED WELDS (AS DEFINED BY AWS) SHALL f,'! ❑ SHOTCRETE (1705.3; 1910) 0 SMOKE CONTROL (1705.17) BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW U HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED GEN I CR A I NOTES OTES USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. V LI V C /-'\L 'v LJ ❑ STRUCTURAL MASONRY (1075.4) 0 STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. TMS 402/ACI 530/ASCE 5; 0 STRUCTURAL WOOD (SFRS 1705.11.2) 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE TMS 602/ACI 530.1/ASCE 6 0 COLD FORMED STEEL FRAMING (SFRS 1705.11.2) A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS'. artik❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) 0 ACCESS FLOORS (SFRS 1705.11.5.1) 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A PROJECT NUMBER: DATE: MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. - 1/29/18 ❑ GRADING, EXCAVATION,AND FIWNG (SOILS 1705.6) 0 STORAGE RACKS (SFRS 1705.11.7) 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'DIAMETER ASTM A307 BOLTS UNLESS ❑ DRIVEN OTHERWISE. I DRAFTER: PROFESSIONAL OF RECORDEN DEEP FOUNDATIONS (1705.7) 0 ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) ,,:. TPE BEW ❑ CAST-IN-PLACE DEEP FOUNDATIONS (1705.8) 0 MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND / REVISION NO: SHEET NO: IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) 0 SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) 10.ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 2 ❑ OTHER 11.TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED Call Before You Dig EQUAL.