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GENERAL STRUCTURAL NOTES
<br />(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.)
<br />GENERALA.
<br />C. FOUNDATION
<br />E. CARPENTRY
<br />1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
<br />1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION
<br />1. GLUED LAMINATED MEMBERS SHALL DE FABRICATED IN CONFORMANCE WITH ANSI STANDARD
<br />8. WOOD TRUSSES
<br />DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS
<br />REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER
<br />A190.1. EACH MEMBER SHALL BEAR AN RITC OR APA EWS IDENTIFICATION MARK AND SHALL BE
<br />TRUSSES ARE TO BE METAL PLATED CONNECTED WOOD TRUSSES FABRICATED IN ACCORDANCE
<br />AMENDED BY LOCAL JURISDICTION.
<br />RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE
<br />ACCOMPANIED BY AN AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS
<br />WITH THE IBC. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING, BOTH
<br />OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER.
<br />SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv ®240 PSI. ALL CANTILEVERED
<br />FOR ERECTION AND PERMANENT LOADING. SHOP DRAWINGS STAMPED BY A WASHINGTON STATE
<br />2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS
<br />BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb o 2400 PSI, Fv G 265 PSI. CAMBER ALL
<br />LICENSED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL
<br />FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS
<br />2. FOOTINGS SHALL BEAR ON SOLD UNDISTURBED EARTH (CONTROLLED, COMPASSED
<br />GLULAM BEAMS TO 2,000 RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
<br />PRIOR TO FABRICATION. DESIGN CRITERIA SHALL MEET OF EXCEED THE FOLLOWING:
<br />FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
<br />STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL
<br />CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF
<br />DOOR AND WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF
<br />TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.
<br />2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD
<br />m ROOF TRUSSES TOP CHORD = 25 PSF LIVE LORD, 10 PSF DEAD LOAD,
<br />MISCELLANEOUS MECHANICAL OPENINGS.
<br />GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING
<br />5 PSF WIND UPLIFT
<br />3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH
<br />MINIMUM STANDARDS:
<br />BOTTOM CHORD = 10 PSF LIVE LOAD, 5 PSF DEAD LOAD
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br />INTERFACE WITH SOIL.
<br />TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL
<br />(BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY
<br />DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL
<br />MEMBER SIZE SPECIES MIN. BASIC
<br />WITH THE ROOF LIVE LOAD)
<br />LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO
<br />4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE.
<br />GRADE DESIGN STRESS
<br />TOTAL LOAD = 40 PSF
<br />LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO
<br />- DEFLECTION LIMIT TOTAL LOAD L/240, LIVE LOAD L/360
<br />THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL
<br />5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL
<br />- JOISTS AND RAFTERS 2x, 3x DF#2 Fb = 875 PSI
<br />- OTHER LOADS SPECIFIED ON DRAWINGS
<br />ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED.
<br />BE REMOVED.
<br />4x DF#1 Fb = 1000 PSI
<br />WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT
<br />DESIGN DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION
<br />- BEAMS AND STRINGERS 6x/LARGER DF#1 Fb = 1350 PSI
<br />TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES,
<br />AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE
<br />6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING,
<br />- POSTS AND TIMBERS 6x/LARGER DF#1 Fb = 1000 PSI
<br />SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATIONS AND ARE TO BE
<br />SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON.
<br />AND SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS.
<br />- TOP AND BOTTOM PLATE @
<br />COMPLIED WITH WHERE POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD
<br />THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY, REMOVE SUCH TEMPORARY
<br />REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT
<br />WORK AS REQUIRED.
<br />7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE
<br />- SHEAR AND BEARING WALLS 2x, 3x DF#1 Fb = 1000 PSI
<br />WRITTEN NOTICE TO THAT EFFECT TO THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL
<br />PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL
<br />-STUDS, PLATES & MISS.
<br />CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL
<br />4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND
<br />NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR
<br />LIGHT FRAMING ALL SIZES DF#2 Fb = 875 PSI
<br />MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS TO THE ARCHITECT AND
<br />STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES
<br />TEMPORARY BRACING. ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR
<br />ENGINEER OF RECORD FOR REVIEW. THE DESIGN LOADS LISTED ABOVE SHALL BE APPLIED
<br />SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br />WALLS ABOVE, UNLESS NOTED OTHERWISE.
<br />ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND
<br />SIMULTANEOUSLY.
<br />SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19
<br />5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS
<br />D. CONCRETE
<br />PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED
<br />9. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
<br />ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR
<br />SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR
<br />DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE
<br />1. ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND ACI 318-14
<br />TO ITS USE IN FRAMING THE STRUCTURE.
<br />ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM
<br />ARCHITECT AND THE STRUCTURAL ENGINEER.
<br />STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE
<br />6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
<br />2. CONCRETE FOR FOOTINGS AND SLABS -ON -GRADE SHALL CONFORM TO A 28- DAY STRENGTH OF
<br />3. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR
<br />APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF ICC-ES
<br />NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE.
<br />COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
<br />ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
<br />f'c = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND
<br />SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. CONCRETE EXPOSED TO EARTH
<br />EVALUATION REPORT EQUIVALENT TO ESR-1387 FOR PARALLEL STRAND LUMBER (PSL), LAMINATED
<br />DRAWINGS.
<br />HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE
<br />pQ
<br />OR WEATHER SHALL HAVE A 28-DAY STRENGTH OF f'c = 3000 psi. THE MINIMUM AMOUNTS OF
<br />STRAND LUMBER (LSL), AND LAMINATED VENEER LUMBER (LVL). THE MINIMUM ALLOWABLE DESIGN
<br />SUPPLIER.
<br />CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS
<br />VALUES ARE AS FOLLOWS:
<br />WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @
<br />SUBMITTED TO THE ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO
<br />16"oc AT INTERIOR WALLS AND 2x6 STUDS @ 16"oc AT EXTERIOR WALLS. 2x6 STUDS @ 12"oc AT
<br />7. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING THE STEEL REBAR AND WOOD FORMS FOR
<br />PLACEMENT OF CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF
<br />- PSL (2.OE) Fb = 2,900 PSI; Fv e 290 PSI; E = 2,200,000 PSI
<br />EXTERIOR BALLOON FRAMED WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF
<br />CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER IBC SECTION
<br />CEMENT, FINE AND COARSE AGGREGATES, WATER AND ADMIXTURES AS WELL AS THE WATER®
<br />ALL WALLS AND AT EACH SIDE OF ALL OPENINGS AND UNDER THE ENDS OF ALL BEAMS. UNLESS
<br />109.3.
<br />CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE
<br />- LV _ =
<br />L (2 OE) Fb = 2,600 PSI; Fv = 285 PSI, _ 2,000,000 PSI
<br />NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS
<br />WITH ACI 318, SECTION 5.3. CONTRACTOR MAINTAINS RESPONSIBILITY FOR SPECIFIED
<br />- LSL (1.55E) Fb = 2,325 PSI; Fv ® 310 PSI; E = 1,550,000 PSI
<br />AND A (2) 2x10 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS
<br />8. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED
<br />PERFORMANCE OF CONCRETE PRODUCTS. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES
<br />SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID
<br />BASED ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER
<br />WHILE CURING AND ALL CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL BE
<br />4. SHEATHING A RATED PANELS "
<br />H G SHALL BE APA PERFORMANCE R TE ANE-S PER APA PLYWOOD DESIGN
<br />BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 8'IN HEIGHT. ALL STUD WALLS SHOWN ON
<br />IS RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL
<br />AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO IBC SECTION 1904.2. TOTAL AIR
<br />SPECIFICATION", INCLUDING APPLICABLE SUPPLEMENTS, F
<br />�.�MENTS, UNLESS NOTED OTHERWISE. PLYWOOD
<br />STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW
<br />NECESSARY CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE, NOT
<br />CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE.WITH
<br />PANELS SHALL BE GRADE C-D AND ALSO CONFORM DOC PS-2. ALL PANELS SHALL BE
<br />16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR
<br />SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP
<br />NO ADMIXTURES, OTHER THAN FOR AIR -ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT
<br />IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. T
<br />PANNELEL RATING T O BE AS FOLLOWS
<br />BOLTS AT 4'-0"oc, EMBEDED 7", LINO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL
<br />DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE
<br />PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ALL CONCRETE IN ELEVATED STRUCTURALSCHEDULE
<br />UNLESS NOTED OTHERWISE:
<br />FOR REQUIRED SHEATHING AND NAILING.
<br />PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AS NOTED
<br />SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE OR
<br />PREVIOUSLY.
<br />APPROVED BY THE ENGINEER PRIOR TO PLACEMENT.
<br />- ROOF 19/32°' THICK, 32/16, (OR 5/8" THICK), 32/16
<br />FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND
<br />DESIGNI T I
<br />3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING
<br />- WALLS 15/32" THICK, 32/16, (OR 1/2" THICK), 24/0
<br />AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @
<br />8'-0"oc AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL
<br />SUPPLEMENT S1), GRADE 60, N = 60,000 PSI, EXCEPTIONS: ANY BARS SPECIFICALLY NOTED ON
<br />-FLOORS 23/32" (OR 3/4") THICK, TONGUE & GROOVE, 48/24
<br />OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING
<br />1. DESIGN LOADS
<br />THE DRAWINGS AS GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185,
<br />SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE.
<br />- ROOF SNOW LOAD 25 PSF
<br />SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT MID -DEPTH, OR SLIGHTLY ABOVE, OF SLAB.
<br />- RESIDENTIAL FLOOR LIVE LOAD 40 PSF
<br />MATERIAL TO BE SUPPLIED IN FLAT SHEETS.
<br />UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH
<br />- BEDROOM FLOOR LIVE LOAD 30 PSF
<br />GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 1 Od NAILS @ 6"oc TO FRAMED PANEL
<br />JOIST, BEAM AND HEADER SHALL BE CONNECTED TO FLUSH MEMBER WITH THE FOLLOWING
<br />- EXTERIOR BALCONY & DECK
<br />EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12"oc (10"oc AT FLOORS) TO
<br />SIMPSON SERIES HANGER, U.N.O. ON PLAN, SKEW AND SLOPE ALL CONNECTORS AS REQUIRED:
<br />4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH
<br />INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16"oc AT UNBLOCKED
<br />- 2x JOIST, "LUS" SERIES; DOUBLE 2x JOIST/HEADER, "HU'T'HUS" SERIES
<br />LIVE LOAD 60 PSF
<br />ACI 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.5. PROVIDE CORNER BARS AT ALL
<br />ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED
<br />WALL INTERSECTIONS. LAP CORNER BARS PER NOTE D.5. LAP ADJACENT MATS OF WELDED WIRE
<br />TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL
<br />- TJI JOIST, "ITS" SERIES; DOUBLE TJI JOIST, "MIT" SERIES
<br />-WIND (IBC) 110 MPH (LRFD)
<br />FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
<br />BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE.
<br />- 4x MEMBER, "HU" SERIES; 6x MEMBER, "HWP"/"HWPH" SERIES
<br />EXPOSURE B, Kzt = 1.0
<br />- 3-1/2"GLB, "FIB" SERIES; 5-1/2"GLB, "HWPH" SERIES, 6-3/4"GLB, "HGLTV" SERIES
<br />- EARTHQUAKE (ASCE7) SITE CLASS D
<br />5. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED
<br />UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR
<br />- 1-3/4"SCL, "IUS" SERIES; 3=1/2"SCL, "HB" SERIES, 5-1/4"SCL, "HWPH" SERIES, 7"SCL, "HGLTV" SERIES
<br />SEISMIC USE GROUP 1 (le ® 1.0)
<br />OTHERWISE, ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. REINFORCING
<br />VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 8d
<br />SEISMIC DESIGN CATEGORY D
<br />SHALL NOT BE TACK WELDED:
<br />@ 6"oc, NAIL WITH 8d @ 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL
<br />FACE NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24"oc STAGGERED.
<br />Ss = 1.380 g, S1 = 0.526 g
<br />HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL
<br />Sds = 0.920 g, Sd1 = 0.526 g
<br />- DEVELOPMENT LENGTH 48 BAR DIAM.
<br />EDGES.
<br />EQUIVALENT LATERAL FORCE PROCEDURE
<br />NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS
<br />- DEVELOPMENT LENGTH, top bar* 64 BAR DIAM.
<br />FOLLOWS, UNLESS NOTED OTHERWISE:
<br />- LAP SPLICE LENGTH 64 BAR DIAM.
<br />SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE
<br />- ALLOWABLE SOIL PRESSURE 2000 PSF AT V-6" DEPTH
<br />SHEATHING.
<br />- ALLOWABLE LATERAL PRESSURE 50 PCF / 35 PCF (RESTRAINED / UNRESTRAINED)
<br />- LAP SPLICE LENGTH, top bar* 80 BAR DIAM.
<br />PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED
<br />- ALLOWABLE PASSIVE PRESSURE 300 PCF (F.S. OF 1.5 INCLUDED)
<br />5. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br />-8d .131 DIAMETER x 2-1/2" MINIMUM LENGTH
<br />- COEFFICIENT OF FRICTION 0.4 (F.S. OF 1.5 INLCUDED)
<br />*TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS
<br />PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT
<br />- 1Od .131 DIAMETER x 3" MINIMUM LENGTH
<br />- TRAFFIC SURCHARGE PRESSURE 70 PSF (AS APPLICABLE)
<br />CAST IN THE MEMBER BELOW THE BAR.
<br />IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE
<br />- 16d .131 DIAMETER x 3-1/2" MINIMUM LENGTH
<br />- SEISMIC SURCHARGE PRESSURE 7H PSF (AS APPLICABLE)
<br />OR MASONRY. ALL METAL CONNECTORS TO PRESSURE TREATED LUMBER SHALL BE HOT DIP
<br />6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br />GALVANIZED, INCLUDING WASHERS, NAILS, SCREWS, AND SIMPSON STRONG -TIE HANGERS,
<br />STRAPS, AND PLATES, AND BOLTS LESS THAN 1/2' DIAMETER.
<br />F. SPECIAL CONDITIONS
<br />FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED
<br />AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE
<br />- FOOTING AND OTHER UNFORMED SURFACE, EARTH FACE 3"
<br />CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN THE FIELD. OBTAIN
<br />BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE E.O.R. FOR
<br />- FORMED SURFACE EXPOSED TO EARTH
<br />6. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER
<br />OWNERS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL
<br />POSSIBLE FOUNDATION REDESIGN.
<br />CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE
<br />FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC.
<br />(i.e. WALL BELOW GROUND) OR WEATHER 2"
<br />SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER
<br />2. LATERAL FORCE RESISTANCE SYSTEM
<br />- SLAB AND WALL (INTERIOR FACE) 1-1/2"
<br />MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR
<br />LIGHT -FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS, R e 6.5
<br />- CONCRETE NOT EXPOSED TO WEATHER OR EARTH 3/4"
<br />GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO
<br />DEFLECTION OF CANTILEVERS SHALL BE CLOSELY MONITORED BY THE CONTRACTOR DURING
<br />ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED
<br />CONSTRUCTION. CONTRACTOR TO VERIFY AND CONFIRM ALL POST CAPS AND POST BEARING
<br />- PRIMARY REINFORCEMENT, TIES, STIRRUP, SPIRALS 1 1/2'°
<br />FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN
<br />CONNECTIONS ARE INSTALLED IN STRICT CONFORMANCE TO THE STRUCTURAL DRAWING.
<br />ORDER TO OBTAIN ICC APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE
<br />CANTILEVERS IN WOOD FRAMING CAN DEFLECT UP TO 1/8" PER FOOT (I.E. 6' CANTILEVER MAY
<br />7. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
<br />SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS.
<br />DEFLECT 3/4"). IF DEFLECTION EXCEEDS 1/8" PER FOOT NOTIFY ENGINEER OF RECORD
<br />IMMEDIATELY. BEFORE FINISHES ARE INSTALLED, FLOORS AT OR ABOVE CANTILEVERS MAY
<br />7. STRUCTURAL CONNECTORS
<br />REQUIRE LEVELING COMPOUND AND SOFFITS FURRED TO MAKE THEM LEVEL.
<br />- 6" WALLS #4 @ 16" HORIZ. #4 @ 18" VERTICAL -1 CURTAIN @CENTER
<br />- 8" WALLS #5 @ 18" HORIZ. #5 @ 18" VERTICAL 1 CURTAIN @ CENTER
<br />ALL STRUCTURAL CONNECTORS TO BE BY SIMPSON STRONG TIE OR EQUAL. USE ZMAX/HDG HOT
<br />DIPPED GALVANIZED OR STAINLESS -STEEL CONNECTORS AS A MINIMUM. USE FASTENERS
<br />GALVANIZED PER ASTM A153. ALL PRESSURE TREATED LUMBER USED SHALL DE COMPATIBLE WITH
<br />8. EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET
<br />ZMAX GALV. CONNECTORS, RE: SIMPSON STRONG -TIE CORROSION INFORMATION.
<br />ADHESIVE BY SIMPSON STRONG TIE, PER ESR-2508, FOLLOWING MANUFACTURER'S INSTALLATION
<br />INSTRUCTIONS.
<br />(THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.)
<br />AB
<br />ANCHOR BOLT
<br />CL
<br />CENTERLINE
<br />(E)
<br />EXISTING
<br />ACI
<br />AMERICAN CONCRETE INSTITUTE
<br />CLR
<br />CLEAR
<br />EA
<br />EACH
<br />ADDL
<br />ADDITIONAL
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />EF
<br />EACH FACE
<br />ADJ
<br />ADJACENT
<br />COL
<br />COLUMN
<br />EL
<br />ELEVATION
<br />AFF
<br />ABOVE FINISHED FLOOR
<br />CONC
<br />CONCRETE
<br />ELEC
<br />ELECTRICAL
<br />AISC
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />CONN
<br />CONNECTION, CONNECT
<br />ELEV
<br />ELEVATOR
<br />ALT
<br />ALTERNATE
<br />CONSTR
<br />CONSTRUCTION
<br />EMB
<br />EMBED, EMBEDDED, EMBEDMENT
<br />ANSI
<br />AMERICAN NATIONAL STANDARDS INSTITUTE
<br />CONT
<br />CONTINUOUS
<br />ENGR
<br />ENGINEER
<br />APA
<br />AMERICAN PLYWOOD ASSOCIATION
<br />CONTR
<br />CONTRACTOR
<br />EQ
<br />EQUAL
<br />APPROX
<br />APPROXIMATE; APPROXIMATELY
<br />COORD
<br />COORDINATE
<br />EQUIP
<br />EQUIPMENT
<br />ARCH
<br />ARCHITECT; ARCHITECTURAL
<br />CID
<br />COMPLETE PENETRATION
<br />ES
<br />EACH SIDE
<br />ASSY
<br />CSK
<br />COUNTERSINK; COUNTERSUNK
<br />EW
<br />EACH WAY
<br />ASTM
<br />AMERICAN SOCIETY FOR TESTING & MATERIALS
<br />CTR
<br />CENTER
<br />EXP
<br />EXPANSION; EXPOSED
<br />AWS
<br />AMERICAN WELDING SOCIETY
<br />CU FT
<br />CUBIC FOOT
<br />EXP JT
<br />EXPANSION JOINT
<br />CU IN
<br />CUBIC INCH
<br />EXT
<br />EXTERIOR
<br />BID
<br />CY
<br />CUBIC YARD
<br />BLDG
<br />BUILDING
<br />FD
<br />FLOOR DRAIN
<br />BLKG
<br />BLOCKING
<br />d
<br />PENNY (NAILS)
<br />FDN
<br />FOUNDATION
<br />BM
<br />DBL
<br />DOUBLE
<br />FF
<br />FAR FACE, FINISHED FLOOR
<br />BMU
<br />BRICK MASONRY UNIT(S)
<br />DEPT
<br />DEPARTMENT
<br />FLR
<br />FLOOR; FLOOR LINE
<br />BOF
<br />BOTTOM OF SLAB
<br />DET
<br />DETAIL
<br />FLG
<br />FLANGE
<br />BOS
<br />DIA
<br />DIAMETER (SEE SYMBOLS)
<br />FOC
<br />FACE OF CONCRETE
<br />BOT
<br />BOTTOM
<br />DIAG
<br />DIAGONAL
<br />FOM
<br />FACE OF MASONRY
<br />BRG
<br />BEARING
<br />DIAPH
<br />DIAPHRAGM
<br />FOS
<br />FACE OF STUD
<br />BEAM
<br />DICA
<br />DRILLED -IN CONCRETE ANCHOR
<br />FS
<br />FULL SIZE; FAR SIDE
<br />C
<br />STANDARD CHANNEL
<br />DIM
<br />DIMENSION
<br />FT
<br />FEET; FOOT
<br />CG
<br />CENTER OF GRAVITY
<br />DN
<br />DOWN
<br />FTG
<br />FOOTING
<br />CGS
<br />CENTER OF GRAVITY OF STRANDS
<br />DO
<br />DITTO
<br />CIP
<br />CAST -IN -PLACE
<br />DWG
<br />DRAWING
<br />GA
<br />GAUGE
<br />CJ
<br />CONSTRUCTION JOINT/CONTROL JOINT
<br />DWL
<br />DOWELS
<br />GALV
<br />GALVANIZED
<br />GL
<br />GLUE -LAMINATED
<br />LOC
<br />LOCATION
<br />OPP
<br />OPPOSITE
<br />GWB
<br />GYPSUM WALL BOARD
<br />LONGIT
<br />LONGITUDINAL
<br />OSB
<br />ORIENTED STRAND BOARD
<br />GYP
<br />GYPSUM
<br />LSL
<br />LONG SLOTTED HOLE
<br />LVL
<br />LAMINATED VENEER LUMBER
<br />PAR
<br />PARALLEL
<br />HDR
<br />HEADER
<br />LWC
<br />LIGHTWEIGHT CONCRETE
<br />PERP
<br />PERPENDICULAR
<br />HNG
<br />HANGER
<br />PL
<br />PLATE
<br />HORIZ
<br />HORIZONTAL
<br />M
<br />MISC SHAPE
<br />PLWD
<br />PLYWOOD
<br />HP
<br />HP SHAPE
<br />MAS
<br />MASONRY
<br />PREFAB
<br />PREFABRICATED
<br />HS
<br />HIGH STRENGTH
<br />MATL
<br />MATERIAL
<br />PROP
<br />PROPERTY
<br />HT
<br />HEIGHT
<br />MAX
<br />MAXIMUM
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />MECH
<br />MECHANICAL
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />ID
<br />INSIDE DIAMETER
<br />MFR
<br />MANUFACTURER
<br />PSL
<br />PARALLEL STRAND LUMBER
<br />IF
<br />INSIDE FACE
<br />MIN
<br />MINIMUM; MINUTE
<br />PT
<br />POST TENSION
<br />IN
<br />INCH
<br />MISC
<br />MISCELLANEOUS
<br />INCL
<br />INCLUDE; INCLUDING; INCLUSIVE
<br />MO
<br />MASONRY OPENING
<br />RD
<br />ROOF DRAIN
<br />INFO
<br />INFORMATION
<br />REF
<br />REFERENCE
<br />INT
<br />INTERIOR
<br />(N)
<br />NEW
<br />REINF
<br />REINFORCE; REINFORCING
<br />N
<br />NORTH
<br />REQ°D
<br />REQUIRED
<br />JT
<br />JOINT
<br />NF
<br />NEAR FACE
<br />RO
<br />ROUGH OPENING
<br />NFPA
<br />NATIONAL FOREST PRODUCTS ASSOC
<br />K
<br />KIP = 1000 POUNDS
<br />NIC
<br />NOT IN CONTRACT
<br />SCHED
<br />SCHEDULE
<br />KO
<br />KNOCK -OUT
<br />NOM
<br />NOMINAL
<br />SEC
<br />SECTION
<br />KSI
<br />KIPS PER SQUARE INCH
<br />INS
<br />NEAR SIDE
<br />SHT
<br />SHEET
<br />NTS
<br />NOT TO SCALE
<br />SHTG
<br />SHEATHING; SHEETING
<br />LAB
<br />LABORATORY
<br />SIM
<br />SIMILAR
<br />LB
<br />POUND
<br />oc
<br />ON CENTER
<br />SPA
<br />SPACING, SPACE, SPACES
<br />LF
<br />LINEAL FOOT
<br />OD
<br />OUTSIDE DIAMETER
<br />SPEC
<br />SPECIFICATION
<br />LLBB
<br />LONG LEGS BACK-TO-BACK
<br />OF
<br />OUTSIDE FACE
<br />SQ
<br />SQUARE
<br />LLH
<br />LONG LEGS HORIZONTAL
<br />OH
<br />OPPOSITE HAND
<br />STIR
<br />STANDARD
<br />LLV
<br />LONG LEGS VERTICAL
<br />OPNG
<br />OPENING
<br />STIFF
<br />STIFFENER
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />SYM SYMMETRICAL
<br />T
<br />TOP
<br />T&B
<br />TOP AND BOTTOM
<br />T&G
<br />TONGUE AND GROOVE
<br />TEMP
<br />TEMPERATURE
<br />THK
<br />THICKNESS
<br />THRU
<br />THROUGH
<br />TOB
<br />TOP OF BEAM
<br />TOC
<br />TOP OF CONCRETE; TOP OF CURB
<br />TOF
<br />TOP OF FOOTING
<br />TOL
<br />TOP OF LEDGER
<br />TOM
<br />TOP OF MASONRY
<br />TOS
<br />TOP OF STEEL, TOP OF STRUCTURE
<br />TOW
<br />TOP OF WALL
<br />TS
<br />TUBING, STRUCTURAL
<br />TYP
<br />TYPICAL
<br />UBC
<br />UNIFORM BUILDING CODE
<br />UL
<br />UNDERWRITER'S LABORATORY, INC.
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />URM
<br />UNREINFORCED MASONRY
<br />UT
<br />ULTRA -SONIC TEST
<br />VERT
<br />VERTICAL
<br />W
<br />WIDE FLANGE
<br />WP
<br />WORK POINT
<br />WWF
<br />WELDED WIRE FABRIC
<br />CONCRETE WALL
<br />INTERIOR STUD WALL BELOW;
<br />��
<br />SHEAR WALL HOLDOWN AT
<br />FRAMING LEVEL
<br />W
<br />SHEAR WALL ABOVE
<br />FRAMING LEVEL
<br />(DS)
<br />(2) CS16
<br />i A
<br />1 �;v1:PF
<br />Permit #:
<br />R2010-027
<br />Site Address
<br />6522 WETMORE
<br />Owner:
<br />HOAGLAND JAM
<br />Tenant:
<br />[TenName]
<br />App. Date:
<br />10/14/2020
<br />Proposed Use:
<br />RESIDENTIALALI
<br />Description:
<br />ADD ATTACHED t
<br />SPACE AT UPPER
<br />Reviewed By:
<br />Office Set
<br />DRAG STRUT- NAIL THRU
<br />SHEATHING wi/ 8d @ 4"oc FOR
<br />ENTIRE LENGTH OF MEMBER
<br />Job Site Set
<br />(2) SIMPSON CS16 x 30" STRAP, U.N.O.
<br />HEADER,BEAM, JOIST END HANGER
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<br />ERATIO NS
<br />iARAGE AND LIVING
<br />LEVEL/
<br />Date:
<br />-Fire/Planning Set
<br />
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