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<br />BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (15C)
<br />STRUCTURAL RESPONSIBILITIES THE ENGINEER 16 RE5PONE51BLE FOR THE STRENGTH AND
<br />STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE.
<br />COKRACTO RE5PON51511-ITIES; THE CONTRACTOR 15 RESPONSIBLE FOR THE MEAN AN
<br />R-P R 6 F)
<br />METHODS OF CONSTRUCTION AND ALL J05 RELATED SAFETY 5TANDARD55UCH AS OSHA AND
<br />W61IA. THE CONTRACTOR 16 RE5PON515LE FOR THE STRENGTH AND STABILITY OF THE
<br />5TRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND
<br />OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE 15 COMPLETED, IT 15
<br />THE CON TRACTOR'5 RE5PON5151LITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE
<br />CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY,
<br />DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PROJECT STRUCTURAL NOTES,
<br />DRAWINGS, EXISTING CONDITIONS, PROJECT SPECIFICATIONS AND/OR MATERIALS STANDARDS,
<br />THE ENGINEER SHALL DETERMINE WHICH GOVERNS. DISCREPANCIES SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WOWN,
<br />51TE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE
<br />51TE PRIOR TO FABRICATION AND CONSTRUCTION. CONFLICT5 BETWEEN THE DRAWINGS AND
<br />ACTUAL 51TE CONDITIONS 5HAU BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
<br />PROCEEDING WITH THE WOW, ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE
<br />CONTRACTOR PRIOR TO EXCAVATION OR DRILLING,
<br />WIND 4 SEISMIC DE51GN
<br />NO CPANGE5.
<br />SNOW LOAD (FOR RETROFIT HEADERS)
<br />GROUND SNOW LOAD, P.q 20 PSF PLAT ROOF SNOW LOAD, PF 25 PSP
<br />SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Gt 10
<br />LIVE LOADS
<br />RESIDENTIAL FLOOR 40 P6F
<br />IN5PECTION6 BY BUILDING OFFICIAL: ALL CONSTRUCTION 16 SUBJECT TO IN5PECTION6 BY THE
<br />BUILDING OFFICIAL IN ACCORDANCE WITH 115C SEC 110. THE CONTRACTOR SHALL COORDINATE
<br />ALL REQUIRE[) N5PECTION5 WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION
<br />REPORTS TO THE ENGINEER FOR REVIEW.
<br />DESIGN SOIL VALUES; ALLOW. 5RG PRESS. (ASSUMED) -_ 1,000 P6F
<br />COMPACTION: UNLE55 OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTING5 SHALL
<br />BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL -GRADED GRANULAR MATERIAL
<br />WITH NO MORE THAN 5% PA65ING A 112 61EVE FILLS PLACED SHALL BE IN MAXIMUM 0" LIFTS AND
<br />ALL BEARING 5011-65HALL BE COMPACTED TO 135% MAXIMUM DEN51TY AT OPTIMUM MOISTURE
<br />CONTENT U51NG THE MODIFIED PROCTOR TEST.
<br />STANDARDS ACI 310,15C CHAPTER 19
<br />MATERIALS $ MIXTURES- CONFORM TO ACI 318, CHAPTER 3 4 ACI 310, CHAPTER 5, RE5PECTIVELY
<br />TABLE OF MIX DESIGN REQUIREMENTS
<br />EXF COMPR, STRENGTH MAXIMUM MAXIMUM AIR
<br />CONCRETE ELEMENT CLA65 (2�-DAY PSI) AGGREGATE �J/C RATIO CONTENT
<br />NEW INTERIOR FOOTING5 1- 0 2,500 0-55
<br />MIX DESIGN NOTES:
<br />1. WIC RATIO: WATER-CEMENTITIOU5 MATERIAL RATIOS SHALL BE BASED ON THE TOTAL
<br />WEIGHT OF CEMENTITIOU5 MATERIALS.
<br />2, CEMENTITIOU6 CONTENT,
<br />21 (A) THE USE OF FLY A5H, OTHER POZZOLAN3, 51LIC-A FUME, OR SLAG SHALL CONFORM
<br />TO ACI 301 SEC 4,2.2,0,5. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL
<br />CEMIENTITIOU5 CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY THE
<br />ENGINEER,
<br />FORMWORK: CONFORM TO AC[ 301 SEC 2 "FORMWORK AND FORM ACCE65ORIE6.`
<br />MEASURING, MIXING AND DELIVERY: CONFORM TO ACI 301 SEC 43,
<br />HANDLING, PLACING -CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5.
<br />CnNCRETE REINrIMIRCEMENT
<br />STANDARDS ACI 301, ACI 6P-66, CR51 M5P-2, AN511AW6 D1A15C. CHAPTER 11�, ACI 315
<br />MATERIALS:
<br />REINFORCING BARS A57M A65, GRADE 40, DEFORMED BARS.
<br />BARSUPPORTS CRSI M$P-2, CHAPTER 3"BAR SUPPORTS,`
<br />TIE WIRE 16.5 GAGE OR HEAVIER, BLACK ANNEALED,
<br />PLACING: CONFORM TO ACI 301, 5EC 3.3.2 ''PLACEMENT." PLACING TOLERANCE55HALL CONFORM
<br />TO SEC 33.2.1 "TOLERANCES."
<br />CONCRETE COVER- CONFORM TO THE FOLLOWING COVER REQ76 FROM ACI 301, TABLE 3.3.23:
<br />CONCRETE CAST AGAINST EARTH 3"
<br />CONCRETE EXPOSED TO EARTH OR WEATHER (S. 4 SMALLER) 11/211
<br />FIELD _DENPING., CONFORM TO ACI 301 SEC 3.3,20 YIELD BENDING Old STRAIGHTENING." BAR
<br />SIZES #3 THRU S MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING.
<br />DO NOT TUJ16T 5ARS,
<br />WooD FRAMING
<br />STANDARDS 15C, CHAPTER 23, NID6 AND ND56UPPLEMENT
<br />IDENTIFICATION; ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE
<br />IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING
<br />AGENCY.
<br />MATERIALS:
<br />- SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLI5 OR NLGA. FINGER JOINTED
<br />STUDS ACCEPTABLE AT INTERIOR WALLS ONLY.
<br />MEMBER USE SIZE SPECIES GRADE MIN Eb
<br />M15C 5LKS 4 51M 2x HEM -FIR STUD 6-5 P61
<br />WALL 5TUD5 4 E',5 2x DOUG-FIR NO. 2 900 P51
<br />FLOOR J015T5 2x DOUG-FIR NO, 2 �00 P,51
<br />5EAM5 $ POSTS 4x DOUG-FIR NO, 2 1�00 P51
<br />BEAMS 4 POSTS (o x DOUG-FIR NO. 1 1,200 F151
<br />GLUED LAMINATED TIMBER: CONFORM TO AITC Ill "STANDARD SPECIFICATIONS FOR
<br />STRUCTURAL GLUE -LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN"
<br />AND AN61/AITC A1"30.1 "STRUCTURAL GLUED LAMINATED TIMBER,` CAMBER ALL GLUED
<br />LAMINATED MEMBERS BEAMS TO 2000'RADIU5, UNLESS SHOWN OTHERWISE ON THE PLANS.
<br />MEMBER USE SIZES SPECIES 51RE55 CLASS USES
<br />BEAMS ALL DF/DF 24F-I.6E SIMPLE SPANS
<br />WOOD 5TRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL 5HEATHINCa
<br />INCLUDES; ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, AND COMP051TE5 OF VENEER
<br />AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS P5-1-95 AND P6-2-92 OF
<br />THE U-6. DEPT, OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA).
<br />MINIMUM APA RATING
<br />LOCATION THICKNE65 SPAN RATING PLYWOOD GRADE EXF05URE
<br />WALL5 '5/3 2 C-D I
<br />JOIST HANGERS AND CONNECTORS: 5HALL 5E ''STRONG TIE" BY SIMPSON COMPANY OR U5P
<br />EQUIVALENT AS SPECIFIED IN THEIR LATE5T CATALOGS. ALTERNATE CONNECTORS BY
<br />OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICG
<br />APPROVAL TOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND
<br />APPROVED BY THE ENGINEER PRIOR TO ORDERING, CONINECTOR5 SHALL BE INSTALLED
<br />PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNED TOR6TRAP5 CONNECT TWO
<br />MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER
<br />THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED
<br />OTHERWISE ALL NAIL55HALL BE PULL LENGTH COMMON. NAIL. STRAPS TO WOOD FRAMING AS
<br />LATE AS P-05515LE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE
<br />BUILDING TO SETTLE,
<br />- NAILS AND 5TAPLE5; CONFORM TO 15C 5EC 2303.(o"NAILS AND 5TAPLES.11 UNLESS NOTED ON
<br />PLANS, NAIL PER 15C TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE
<br />COMMON. MAIL 51ZE-6 SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING
<br />SPECIFICATIONS:
<br />SIZE [DIAMETER
<br />LENGTH
<br />ad 21/211 03111
<br />lod 311 OJ4a"
<br />12d (I(od SINKER) 31/4 0.145`
<br />l(od 31/211 0.162"
<br />- LAG 5OLT5/5OLT6: CONFORM TO A5TM A301.
<br />NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH 15C TABLE 2304,13.1
<br />'FA5TENING,5C,HEDUI_E-` EXCEPT AS NOTED ON THE DRAWINGS. NAILS SHALL BE DRIVEN FLUSH
<br />AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING.
<br />STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL
<br />CONFORM TO 15C SEC 2300 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION` AND 15C SEC 2304
<br />"GENERAL CONSTRUCTION REQUIREMENTS."
<br />M015TURE CONTENT: WOOD MATERIAL USED FOR TH15 PROJECT SHALL HAVE MAXIMUM MOISTURE
<br />CONTENT OF IS% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE.
<br />PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER
<br />CERTAIN CONDITIONS IN ACCORDANCE WITH 15C, SEC 2304.11 "PROTECTION AGAINST DECAY AND
<br />TERMITES"- CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS
<br />ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD FILES
<br />AND MARINE FILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (AL5C) QUALITY
<br />ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
<br />METAL CONNECTORS/PT WOOD. GK,5E RECOMMENDS THAT ALL METAL HARDWARE AND FASTENERS
<br />IN CONTACT WITH PRE06URE TREATED LUMBER BE STAINLESS 5TEEL TYPE 316L. AT THE OWNER'S
<br />R15K AND DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE
<br />INVESTIGATED FOR USE IN LIEU OFF STAINLESS STEEL PROVIDED THAT THE FIN15H HAS A MINIMUM
<br />ZINC CONTENT OF AT LEAST 1,55 OZ/5F AND ITS USE 15 COORDINATED BY THE CONTRACTOR AND
<br />WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE
<br />USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD.
<br />(E)FRE-MFR WOOD ROOF
<br />TRUSSES, TYP (NO NOT
<br />FASTEN RAIL SUPPORT
<br />BRACKETS DIRECTLY
<br />TO T RU65E5
<br />SUPPORT
<br />5RACKET5
<br />PER MFR
<br />RAIL PER MFR -
<br />(21/4" VERT DIM.)
<br />NAIL (2)16d EA END
<br />INTO TRU55 +'L30'
<br />ANGLE EA 51DE OF
<br />45, EA END
<br />PLAT 4x,5 HF E3LKG
<br />ALONG RAIL AXIS
<br />AS REQ'D - 4'-0`OC
<br />MAX PER MFR
<br />(2)5/s`06ET SCREWS
<br />PER MFR - VERIFY
<br />MIN 21/7" PEN. INTO
<br />4x F3LKG, TYP
<br />(WOOD 15CIREW5, 5p
<br />41/2 " PER MFR)
<br />CITY OF EVEERETT
<br />REVIEWED FOR PERMIT
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