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Permit#: 13W210:3-006
<br /> Site Address: 3327 HOYT AVE
<br /> BUILDING CODE CONCRETE SubjectTo Field Inspection Owner: HOYTAJENUE APARTMENTS LLC
<br /> FRAMING LUMBER GENERAL Tenant: [TenNaine]
<br /> S, App.
<br /> Date: 3/16/2C21
<br /> 2018 INTERNATIONAL BUILDING CODE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT 1. FRAMINC LUMBER SHALL BE DOUGLAS FIR LARCH NO.1 FOR POSTS, BEAM
<br /> HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 / 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CON Proposed use:COMME RCIAL ALTERATIONS
<br /> WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. AND HEADERS; HEM-FIR NO.2 FOR 2X AND 3X JOISTS, AND STUDS; AND DRAWINGS. Dexription: REPLAC:EXISTING EXTERIORCONCRETE
<br /> EGRESS LOAD HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL STAIRTREADS
<br /> DEAD LOAD : 15 psf UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE
<br /> LIVE LOAD: 100 psf & 300 Ibf 2. CONCRETE COMPRESSIVE DESIGN STRENGTHS AT 28 DAYS (f'c) SHALL BE: ReviewedB �
<br /> � DateDY 1 WCLIB SPECIFICATIONS. RESPONSIBLE FOR THE SAFETY OF THE BUILDING.- THE CONTRACTOF L-
<br /> SNOW LOAD: 25 psf CONCRETE EXPOSURE & COMPRESSIVE DESIGN STRENGTHS PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE I x0fficeset _Joh5ite5et _Fire/Planning Set
<br /> 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION
<br /> WIND DESIGN DATA DESIGNATION CONDITIONS EXPOSURE MIN. f'c SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC PS 1 OR APPROVED PRIOR TO ERECTION.
<br /> 1. BASIC WIND SPEED: 110 MPH CLASS (psi) PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" _
<br /> 2. WIND IMPORTANCE FACTOR (Iw): 1.0 FOUNDATION WALLS, UN-HEATED: FREEZING & EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY
<br /> BUILDING CATEGORY: II SLABS, BEAMS, GIRDERS, THAWING CYCLES REQUIREMENTS ARE AS FOLLOWS: DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION.
<br /> 3. WIND EXPOSURE' B COLUMNS, PIERS, PILE CAPS, WITH LIMITED Ft 3500
<br /> 4. Kzt = 1.12 SHEAR WALLS EXPOSURE TO ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD WITH 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
<br /> 5. INTERNAL PRESSURE COEFFICIENT: NA WATER EXTERIOR GLUE, P.I. 24/16 (USE 5-PLY FOR PANELIZED ROOFS). NAIL PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT V/�Q�U V'
<br /> 6. APPLICABLE WIND PRESSURE FOR 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE' STRENGTH EXCEEDING WITH 8d NAILS-AT 6" ON CENTER AT PANEL EDGES AND 12" ON PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL tS3 CJlcV N06 tti
<br /> COMPONENTS AND CLADDING: NA 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. U a p D
<br /> BY THE BUILDING DEPARTMENT AND THE ENGINEER. EXCEPTION: NO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK U1 Se`F
<br /> SESIMIC DESIGN DATA INSPECTION IS REQUIRED WHERE CONCRETE EXCEEDING 2500 PSI IS SUB FLOORING TO BE 3/4" T&G C-D INT-APA RATED PLYWOOD WITH CV ri�'4F
<br /> 1. SEISMIC IMPORTANCE FACTOR: 1.0 DESIGNATED FOR WEATHERING PURPOSES ONLY. EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" ON OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES U� Lu- E
<br /> SEISMIC USE GROUP: I CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED 4� Q 0 0
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): 125.6% G 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. SUPPORTS UNLESS NOTED OTHERWISE. BEFORE PROCEEDING WITH THE WORK. L-
<br /> 3. SITE CLASS: D (ASSUMED) 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 44.67G 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 3. NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR U
<br /> 5. SEISMIC DESIGN CATEGORY: D BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL �� �
<br /> 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. UNLESS NOTED OTHERWISE. Q)
<br /> 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: CANT. TIMBER FRAME BE USED SUBJECT TO REVIEW BY THE ENGINEER.7. DESIGN BASE SHEAR: SEE CALCULATIONS 33
<br /> 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.670 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ")6
<br /> 3
<br /> OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL to Lu m
<br /> 9. RESPONSE MODIFICATION FACTOR (R): 1.5 APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. ENGINEER. ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 03 c0 3
<br /> 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE i-
<br /> 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS N
<br /> SPECIAL INSPECTIONS 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS 1 d
<br /> FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED. FOR DUCTS, PIPES,
<br /> CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER C)
<br /> SPECIAL INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 2015 SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED PARTITIONS PERPENDICULAR TO JOISTS. PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN Lu
<br /> CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. z
<br /> IBC, CHAPTER 17. SPECIAL INSPECTION SHALL BE PROVIDED FOR: AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING
<br /> i_
<br /> - SEISMIC FORCE RESISTING SYSTEMS REQUIRING INSPECTION (IBC 1705.11) NEW CONCRETE. 6. RIM JOIST ARE 1Y4" LSL OR 2x SOLID SAWN LUMBER AS MINIMUM. 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS 4- O
<br /> STRUCTURAL CONCRETE AND REINFORCEMENT STEEL FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL T)
<br /> - STRUCTURAL WOOD (1705.11.2) 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. Z
<br /> - OTHER INSPECTIONS AS REQUIRED BY THE DESIGN PROFESSIONAL OR SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS STRUCTURAL MEMBERS.
<br /> BUILDING OFFICIAL (1705.1.1) PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING un
<br /> CONT. SPECIAL INSPECTION FOR CONCRETE STRENGTH SF. B. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT
<br /> ANCHOR BOLTS IN CONCRETE SCREWS BEARING ON WOOD. GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE
<br /> - CONT. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE
<br /> SHALL BE AS FOLLOWS: 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF >-
<br /> FOUNDATIONS EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 136" OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60% CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF on
<br /> 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE EXPOSED TO EARTH OR WEATHER (#6 OR LARGER): 2" OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. THE ENGINEER. F
<br /> INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM a
<br /> PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. COVERAGE 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF C,
<br /> MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 7" THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL
<br /> 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: _ 11. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF Oz
<br /> ALLOW. SOIL BEARING = 1500 PSF STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. SPECIFIC REQUIREMENTS WHERE OCCUR. MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. -
<br /> SOIL FRICTION = .25
<br /> .EQUIV. FLUID PRESSURES: 12.. LEAN CONCRETE SHALL BE 2 SACKS OF ,CEMENT PER .CUBIC YARD OF 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL
<br /> *ACTIVE PRESSURE = 35 PCF CONCRETE. BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION).
<br /> PASSIVE PRESSURE = 250 PCF ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY GALVANIZEDED, IIll,n
<br /> *(WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN 13. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318. OR Z-MAX COATING TO PROTECT FROM OXIDATION. D ECIE v Dr� -44- ('I.Lf).,� _EQUIV. FLUID PRESSURE OF 55 PCF). 14. CONCRETE EXPOSED TO SULFATES, CONCRETE WITH LOW PERMEABILITY MAR 2 2 2022 ((� u -
<br /> 12. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE
<br /> 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18 BELOW THE REQUIREMENTS, AND CONCRETE WITH CHLORIDE ION CONTENT REQUIRE PRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN CITY OF EVERETT (r) U[ LJ N
<br /> UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL ADDITIONAL MIX DESIGN CONSIDERATIONS. IN THE EVENT OF THESE ACCORDANCE WITH AWPA M4. IRC R317,1.1. Permit Services LJ LLJ ~
<br /> REQUIREMENTS THE ENGINEER SHALL BE NOTIFIED BY THE CLIENT IN A z
<br /> BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS CL� � W `C �
<br /> OTHERWISE NOTED. WRITING AND DESIGN MIXES SHALL BE PROVIDED PER ACI 318. 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT C� -
<br /> SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY OTHER LJ Q Q
<br /> 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST CEMENT CONTENT ELEMENTS. li_ LIJ
<br /> OF THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE LBS/CUBIC YARD SACKS PER CUBIC C� T) U O
<br /> FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS F'c (PSI) (MIN.) YARD (MIN.) NOTES 14. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL <� g
<br /> SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL 2500 470 5 NOTE A NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. F-
<br /> SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY ((� Q W N W
<br /> MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY 3500 564 6 - 15. EXTERIOR STUD WALLS SHALL BE 2X6 ® 16" O.C.. UNLESS NOTED "ALL ELECTRICAL,MECHANICAL, _ W D/
<br /> _ ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING PLUMBING,FRAMING INSTALLED F = m
<br /> EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM NOTE 1: MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR ((� (Y) W
<br /> 2X4 ® 16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 .® 16" O.C. OR
<br /> POSSIBLE DENSITY AS DETERMINED BY ASTM D1557. HAND TAMPERS SHALL LESS: NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. LJ F-- �
<br /> 3X4 ® 16" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL OR ALTERED WITHOUT PERMITS W
<br /> WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN
<br /> EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER NOTE 2: AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE EXPOSED TO BE CONSTRUCTED USING 2X4 ® 24" O.C.. UNLESS NOTED OTHERWISE. SEE OR INSPECTION OR APPROVAL
<br /> NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES.
<br /> MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER WEATHER. FOR 3/4" AGGREGATE AN ENTRAINMENT OF 6% IS REQ'D. FOR Y2" MUST BE UNCOVERED FOR t� .
<br /> DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. FILL OVER 12" DEEP AGGREGATE AN AIR ENTRAINMENT OF 7% IS REQ'D. 16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, INSPECTION"
<br /> SHALL COMPLY WITH A GEOTECHNICAL REPORT. OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO
<br /> REINFORCING STEEL NOTE 3: POZZOLANS ARE NOT PERMITTED IN THE MIX DESIGN UNLESS INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES NAILS, -
<br /> APPROVED BY THE ENGINEER. (
<br /> 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. Co
<br /> C
<br /> N
<br /> 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF e A
<br /> 3 AND NO. 4 BARS. THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS 17. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE
<br /> PER CUBIC YARD OF CONCRETE. DRAWINGS
<br /> 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. L
<br /> WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE B) .FOR STRENGTHS ABOVE 4000 PSI, PROPORTIONS SHALL BE ESTABLISHED 18. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR ' .�3
<br /> PLYWOOD USED IN SHEAR PANELS. �cr
<br /> CONSTRUCTION DOCUMENTS., LAPS AND/OR SPLICES SHALL BE 42 BAR DIA BY THE METHODS SPECIFIED ACI 318. ��NAL�,�
<br /> AND BE WELL STAGGERED. 19. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE
<br /> C) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE DETAILS AND NOTES.
<br /> 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE.
<br /> WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE MAR 01;2022
<br /> JOB SITE PRIOR TO THE PLACING OF CONCRETE.
<br /> 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND Drawn By:JIB
<br /> SHALL BE 6x6 W2.1/W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" Checked By:CCC
<br /> MINIMUM. Date:02-28-2022
<br /> 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE 5DA JOB NO.
<br /> SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE U it 3 s2A
<br /> REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB AND SHALL BE ✓`T V
<br /> HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF -
<br /> THE CONCRETE. CITY OF EVERETT STRUCTURAL
<br /> 6. REINFORCEMENT SHALL PLACED CONTINUOUS AROUND CORNERS AND REVIEWED FOR PERMIT NOTES/
<br /> INTERSECTIONS UNLESS SPECIFIED OTHERWISE. DETAILS
<br /> 5- 1 .0
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