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STRUCTURAL NOTES C C
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) GNGINGG RING
<br /> CODE NAILS,BOLTS,AND METAL CONNECTORS FOR WOOD 250 4TH AVE. S., SUITE 200
<br /> LEGEND EDMONDS, WASHINGTON 98020
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NOS)FOR PHONE (425) 778-8500
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2018 EDITION.SPECIFICATIONS AND STANDARDS WOOD CONSTRUCTION,LATEST EDITION.NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING DEFINITION SYMBOL DEFINITION SYMBOL FAX (425) 778-5536
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
<br /> MEETOR EXCEED THE FOLLOWING MINIMUM GUIDELINES: DIRECTION OF NATIVE SOIL III =III —III
<br /> DESIGN LOADS NAIL SHANK 0MIN LENGTH FRAMING — —
<br /> DEAD LOADS: EXTENT OF GRANULAR FILLMEN
<br /> ROOF 17 PSF Sd COMMON 0.1310 21/2"SHANK FRAMING
<br /> 10d COMMON 0.1480 3"SHANK -.-C
<br /> COLUMNS � � STRUCTURAL STEEL
<br /> LIVE LOADS: 12d COMMON 0.1480 3 1/4"SHANK
<br /> ROOF(SNOW LOAD) 25 PSF COLUMN BEARING
<br /> ATTIC(UNINHABITABLE) 10 PSF 16d COMMON 0A620 3 1/2"SHANK ON BEAM RATED SHEATHING
<br /> STATEMENT OF SPECIAL INSPECTIONS 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING.FRAMING BEAM CONTINUOUS J�\(' SHEAR WALL
<br /> MEMBERS MAY BE NAILED WITH 16d SINKERS(0.148"0 x 3 1/4"),BUT ONLY 16d COMMON NAILS SHALL BE USED OVER SUPPORT T (SEE SCHEDULE) SWX
<br /> SPECIAL INSPECTIONS ARE NOT REQUIRED. WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET.ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS
<br /> ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. COLUMN MARK
<br /> STRUCTURAL OBSERVATION OFTHE STRUCTURAL SYSTEM BYTHE ENGINEER IS NOT REQUIRED. M.
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<br /> FOUNDATIONS:SPREAD FOOTINGS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS CONCRETE WALL (SEE SCHEDULE) q oT Wnsg7!L�
<br /> OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE BEARING STUD FOOTING MARK
<br /> SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. WALL (SEE SCHEDULE) O
<br /> SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN
<br /> CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,CATALOG NON-BEARING HOLDOWN MARK v.
<br /> ALLOWABLE SOIL PRESSURE: 1500 PSF(ASSUMED) TO BE THE LATEST EDITION,OR ENGINEER APPROVED EQUAL.CONNECTORS SHALL BE INSTALLED IN ACCORDANCE STUD WALL (SEE SCHEDULE)
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<br /> ITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED �-`�1 1
<br /> FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12"OF COMPACTED STRUCTURAL FILL AS REQUIRED AND BY THE MANUFACTURER.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS, BEARING STUD fir-( HANGER MARK O SSrONAL
<br /> AT LEAST 18"BELOW ADJACENT EXTERIOR GRADE.ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS SCREWS,OR BOLTS IN EACH MEMBER. SHEAR WALL X��� (SEE SCHEDULE)
<br /> REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY.ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE NON-BEARING FLAG NOTE 12/01/23
<br /> CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR.FOOTINGS SHALL BE CENTERED BELOW INSTALL SOLID BLOCKING AT ALL BEARING POINTS.ALL SHIMS SHALL BE SEASONED,DRIED,AND THE SAME GRADE STUD SHEAR WALL (SEE PLAN NOTES)
<br /> COLUMNS OR WALLS ABOVE,UNLESS NOTED OTHERWISE. (MINIMUM)AS MEMBERS CONNECTED.
<br /> CMU WALL STEEL MOMENT
<br /> CONCRETE GALVANIZATION FRAME CONN.
<br /> ALL CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED,AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF UNLESS NOTED OTHERWISE,STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
<br /> ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACCORDING TO THE FOLLOWING TABLE: ABBREVIATIONS
<br /> (ACI 301).
<br /> ALL CONCRETE SHALL BE STONE-AGGREGATE CONCRETE HAVING AUNIT WEIGHT OF APPROXIMATELY 150 POUNDS GALVANIZATION UNTREATED CCA-C SBX OTHER PT (A) ABOVE HORIZ HORIZONTAL
<br /> ACQ-C CBA-A OTHER ACQ-D CA-B BORATE ACZA WOOD
<br /> PER CUBICUBIC FOOT. WOOD
<br /> OT. AB ANCHOR BOLT KIP KING POST
<br /> G90 X X X -ALT ALTERNATE KSI KIPS PER SQUARE INCH
<br /> CONCRETE STRENGTHS AT 28 DAYS(fc)AND MIX CRITERIA SHALL BE AS FOLLOWS: G185 X X X X X X
<br /> ARCH ARCHITECT MECH MECHANICAL Q
<br /> MAXIMUM MIN CEMENT HDG X X X X X X k
<br /> TYPEOFCONSTRUCTION f-c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM (B) BELOW MF MOMENT FRAME
<br /> RATIO YARD SHRINKAGE STRAIN STT300 X X X X X X X X BILKS BLOCKING INS NEARSIDE z
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<br /> FOOTINGS 3000 P51 0.55 51/2 SACK N/A G90=0.90 OZ.OF ZINC PER SQUARE FOOT OF AREA BM BEAM OC ON CENTER d Z))
<br /> G185=1.85 OZ.OF ZINC PER SQUARE FOOT OF AREA —
<br /> HDG=HOT DIP GALVANIZED BOT BOTTOM OPP OPPOSITE
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<br /> THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SST300=TV PE 316L STAINLESS STEEL BTWN BETWEEN PL PLATE U)
<br /> SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING w w
<br /> ANY CONCRETE.THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT,FINE AND COARSE TYPICAL FRAMING NOTES GP COMPLETE JOINT PENETRATION PLCS PLACES
<br /> AGGREGATE,WATER,AND ADMIXTURES AS WELL AS THE WATER-CEMENT RATIO,SLUMP,CONCRETE YIELD,AND
<br /> SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. 1.BEARING WALL FRAMING CUR CLEAR PSI POUNDS PER SQUARE INCH
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<br /> CIVIL) CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT w
<br /> ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR-ENTRAINED IN ACCORDANCE 2x STUDS @ 16"OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. H I�
<br /> WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS Fl. COL COLUMN P/T POST TENSIONED o
<br /> REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR&WINDOW HEADERS NOT CALLED OUT ON THE PLANS. CONC CONCRETE PT PRESSURE TREATED cN-I
<br /> *PROVIDE fc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS.2500 PSI CONCRETE MEETS STRENGTH HEADERS SHALL BE SUPPORTED BY A MINIMUM OF(1)CRIPPLE AND(1)FULL HEIGHT STUD UNO.
<br /> REQUIREMENTS,THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. CONN CONNECTION REINF REINFORCING Y
<br /> COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM.ALL COLUMNS NOT CONT CONTINUOUS REQ'D REQUIRED Q
<br /> REINFORCING STEEL CALLED OUT OTHERWISE SHALL BE TWO STUDS.
<br /> DEL DOUBLE SCHED SCHEDULE
<br /> REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615,AND SHALL BE GRADE 60(FY 2.WALL BASE PLATE ON CONCRETE DIET DETAIL SIM SIMILAR DESIGN: ERH
<br /> =60,000 PSI),UNLESS NOTED OTHERWISE.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED
<br /> SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE-TREATED.FOR ALL EXTERIOR AND INTERIOR WALLS, DIM DIMENSION SOG SLAB ON GRADE DRAWN: JEG
<br /> PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS 01.4 ARE BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER EA EACH STD STANDARD CHECK: DTR
<br /> SUBMITTED. ANCHOR BOLTS WITH 71NCH MINIMUM EMBEDMENT.PLACE AT 5'-0"OC MAXIMUM FOR SHEAR WALLS,AND AT
<br /> V-0"OC FOR BEARING WALLS AND OTHER PARTITIONS.USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND ELEV ELEVATION SW SHEAR WALL JOB NO: 23350.10
<br /> REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI PLACE ONE WITHIN 12 INCHES OF END OF PLATES,TYPICAL UNLESS NOTED OR DETAILED OTHERWISE.REFER TO
<br /> 318,LATEST EDITIONS.UNLESS OTHERWISE NOTED,REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHEAR WALL SCHEDULE.AT ALL SILL PLATE ANCHOR BOLTS,CONTRACTOR SHALL INSTALL 1/4"x 3"x 3"FLAT PLATE EXIST EXISTING TOC TOP OF CONCRETE DATE: 12/07/23
<br /> SHALL BE PER SCHEDULE. WASHERS.INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB-ON-GRADE WITH 1/4"x 3" EXP EXPANSION TOS TOP OF STEEL
<br /> REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE.WET-SETTING POWDER ACTUATED FASTENERS WITH 3/4"WASHERS AT 16"OC AND WITHIN 6"OF END OF PLATES. FUR FLOOR TOW TOP OF WALL
<br /> EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL.BARS PARTIALLY EMBEDDED IN 3.GYPSUM WALLBOARD NAILING FDN FOUNDATION TYP TYPICAL
<br /> HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL
<br /> ENGINEER.REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS FTG FOOTING LIND UNLESS NOTED OTHERWISE
<br /> CONCRETE COVER ON REINFORCING OR NO.13 GAUGE x 15/8"@ 7"OC(5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING).TYPICAL UNLESS NOTED FS FAR SIDE VFY VERIFY
<br /> OTHERWISE.INSTALLATION OF GW B SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE
<br /> CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" WALL FH FULL HEIGHT VIF VERIFY IN FIELD
<br /> EXISTING BUILDING GLB GLUE-LAMINATED BEAM VERT VERTICAL
<br /> CONCRETE EXPOSED TO EARTH AND WEATHER:
<br /> #6 BARS AND LARGER 2" CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
<br /> 1t5 BARS AND SMALLER 11/2" DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br /> CONCRETE NOT EXPOSED TO EARTH OR WEATHER: REDESIGN.
<br /> SLABS,WALLS AND JOISTS 3/4" CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br /> COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 11/2" PENETRATED OR REMOVED.PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
<br /> LUMBER GENERAL
<br /> ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
<br /> GRADING RULES,KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE La /n
<br /> PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE V
<br /> SIZE CLASSIFICATION SPECIES GRADE Fb(PSI) Fc(PSI) PROCEEDNG. 0 W
<br /> LIGHT FRAMING(STUDS) HEM-FIR STUD 675 800 CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE,VENT,DUCT AND OTHER O
<br /> 2x JOISTS AND PLANKS HEM-FIR tt2 850 - OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. W M O
<br /> PLATES AND BLOCKING HEM-FIR Jig 850 - CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL 0
<br /> 6x AND LARGER BEAMS AND PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. N
<br /> STRINGERS DOUG-FIR #2 875 - W N 00 J
<br /> 4x AND SMALLER BEAMS AND CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL G(n
<br /> HEM-FIR tt2 850 ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS
<br /> STRINGERS ONLY WILL NOT SATISFY THIS REQUIREMENT. Z Q
<br /> ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 0
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT = (n
<br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF
<br /> REFER TO PLAN NOTES,SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL Z M
<br /> UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN ENGINEER. O Q F— U
<br /> CONTACT WITH CONCRETE,MASONRY,OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY (n m L J
<br /> VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Ul.
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