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<br /> A. GENERAL C. CONCRETE 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL,
<br /> DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN
<br /> 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NO
<br /> SPECIFIED,THE FOLLOWING PP FOLLOWIN PRECEDENCE.TE RAW NOTES SHALL THEG OF28DFOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIONING 14. SLABS SHALL BE SPRING CONCRETE POUR AYED WITH A CURINGIS COM COMPOUND
<br /> LOCATION D. VeriZ011i
<br /> APPLY.INFORMATION ON THESE DRAWINGS SHALL HAVE AGE DAYS:
<br /> T
<br /> LOCATION STRENGTH Wi. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS
<br /> A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING
<br /> SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE
<br /> NONE APPROVED BY THE TILE OR FLOOR COVERING
<br /> B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM
<br /> PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD.
<br /> DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY
<br /> INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS
<br /> 44V.
<br /> C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED AMERICAN TOWER
<br /> DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT.
<br /> SPECIFICATIONS. CORPORATION
<br /> 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER
<br /> 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS
<br /> FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS
<br /> SHALL BE NO.1 GRADE DOUGLAS FIR.,S45,UNLESS
<br /> 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL #4 &SMALLER BARS GRADE 40 NOTED OTHERWISE. ( INFINIGY8
<br /> APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 &LARGER BARS GRADE 60
<br /> OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS
<br /> SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS
<br /> SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V,LOW ALKALI, NOTED OTHERWISE. FROM ZERO TO INFINIGY
<br /> CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: the solutions are endless
<br /> 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER
<br /> CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& ` BELLEVUE,WA 98004 .1AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL
<br /> UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD&BTR.
<br /> EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE
<br /> AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED VERIZON SITE:
<br /> 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. PORT GARDNER
<br /> STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO
<br /> NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD
<br /> B. PIER/CAISSON FOOTING:1"GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL ATC SITE:
<br /> 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITH8d AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS.
<br /> DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 12"O.C. 83177
<br /> DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND PORT GARDNER
<br /> PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
<br /> VERIZON CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES
<br /> ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED,UNLESS NOTED OTHERWISE ON THE 2530 MADISON ST
<br /> CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. EVERETT,WA 98203
<br /> ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE
<br /> B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR SNOHOMISH COUNTY
<br /> PTL AND SHALL CONFORM TO PS 1-83.
<br /> 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT
<br /> MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER 117'-0"MONOPOLE
<br /> FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION.
<br /> OF THE AISC. - TO CAUSE SEGREGATION OF AGGREGATES.USE
<br /> HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF
<br /> 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE
<br /> OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS.
<br /> SHALL CONFORM TO ASTM A-325 DRAWINGS ISSUED FOR:
<br /> 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS
<br /> 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV. DATE DRAWN DESCRIPTION GAJOC
<br /> CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD.
<br /> SHALL BE STAGGERED WHEREVER POSSIBLE. A 05/10/21 IB PRELIMINARY REVIEW TT
<br /> 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT 0 08/13/21 NL 100%CONSTRUCTION TT
<br /> ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN
<br /> BEAMS,GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75%
<br /> 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES.UNLESS OTHERWISE NOTED, DIAMETER OF BOLT.
<br /> METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO
<br /> AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING
<br /> DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG
<br /> ' WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON
<br /> COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN
<br /> B. CONCRETE IN CONTACT WITH EARTH,FORMED 2" APPROVED BY THE STRUCTURAL ENGINEER.
<br /> 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL,EXTERIOR FACE 1-1/2" '
<br /> A. 250 AMP WELDERS. D. WALL,INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT
<br /> B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED sptIER I ii,
<br /> C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY A$
<br /> G. BEAMS,GIRDERS&COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. �;` O /#
<br /> 7. NO BUZZ BOXES SHALL BE USED. i 4. Q.. 1.11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS hT ttiik
<br /> .;;,i- Ox
<br /> 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.)
<br /> CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20E-V12 `./ -
<br /> THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: �'Sr 5/20 L 1
<br /> ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING, Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. 4Q1�
<br /> ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Fb TOP FIBER BENDING STRESS 1000psi MIN. „40190 t 4V
<br /> 4.
<br /> 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN. . GISTS w-
<br /> CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO �s`r/ONA�L� `
<br /> THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN.
<br /> C. MODULUS ELASTICITY 1400ksi MIN.
<br /> 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N.
<br /> THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR
<br /> GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. SHEET TITLE:
<br /> NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE
<br /> 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. SPECIFICATIONS
<br /> FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH
<br /> NOTED"FULL STRESS"AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND AST nuz z 07. &NOTES
<br /> CITY OF EVERETTSHEET NUMBER: REVISION:
<br /> REVIEWED FOR PERMIT T-3 0
<br /> `2 NOT USED 1 STRUCTURAL SPECIFICATIONS
<br /> THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY ENGINEERING.PLLC AND ARE NOT TO BE USED.IN WHOLE OR IN PART.FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING.PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
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