10521 19TH AVE SE 2017 Plans 2022-11-10

P -I . . STRUCTURAL NOTES 2.0 SITE WORK Wall framing shall be#2 Doug-Fir or better. 3X, 4X, or 6X studs can be made from multiple 2X studs 2.1 EXCAVATION SEE TABLE 19.3.2.1 REQUIREMENTS FOR CONCRETE BY EXPOSURE glued and nailed together with (2) rows of 10d's at 8" on center each row. 1.0 GENERAL NOTES EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM UNDISTURBED CLASS. ®® ®® THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY MATERIAL. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE 3x sill plates can be a combination of(1) pressure treated 2X sill directly in contact with concrete and r ®® FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE (F'c=2000 PSI), AND SHALL BE AT THE CONTRACTOR'S EXPENSE. SEE DRAWINGS FOR 3.3 MATERIALS another non-treated 2X sill plate nailed to the lower plate with (2) rows of 10d common nails at 6"on ® r r -sue REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN TYPICAL DETAIL SHOWING FOUNDATION WALL CROSSING PIPELINES. SEE CIVIL A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE I-II. center each row. r� SQUARED A TAK�� WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING PIPELINES. B. COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33 All fasteners in pressure treated wood shall be hot dipped galvanized or stainless steel. Anchor bolts �\Y/11 DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR 2.2 BACKFILL AND COMPACTION 3.4 WATER REDUCING ADMIXTURES SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL A. WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494. are not required to be of stainless steel or galvanized. 1 iv c o 12 1' o x a-I- PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR ADMIXTURES SHALL BE INCORPORATED INTO ALL CONCRETE IN ROOF DIAPHRAGM STRUCTURAL& CIVIL FOR ALL BRACING AND SHORING DURING CONSTRUCTION. CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1.1 BIDDERS WARRANTY SLABS OR FOOTINGS, MATERIAL OTHER THAN PEA GRAVEL SHOULD BE GRANULAR IN B. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING ENGINEERS BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE NATURE, PLACED IN 6 INCH LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED /2' plywood or center field. Sheathing span rated shall lay or better, nail with 8d common nails at 6"on center edges CONTRACTOR WARRANTS THAT: DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST PROCEDURE T-180. WITH ENGINEER'S APPROVAL. DESIGN SHALL BE SUBMITTED TO and 12"on lay perpendicular to framing. A. THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. PEA GRAVEL FILL THE ENGINEER FOR APPROVAL. FLOOR DIAPHRAGM 1235 EAST 4TH AVE. CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL WHERE SPECIFIED ON DRAWINGS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3/8" C. AIR ENTRAINMENT: CONFORMED TO ASTM C260 AND ASTM C494, NOTES AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND DIAMETER. ENTRAIN 5% PLUS/MINUS 1% BY VOLUME IN ALL EXPOSED 3/4"tongue and groove plywood or OSB sheathing span rated 48/24 or better. Glue and nail with 10d SUITE 101 SUFFICIENT FOR THE PURPOSE INTENDED; F T THE SIiTE OF THE WORK AND 3.1 GENERAL D. NO STRUCTURAL CONCRETECONCRETE.OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE commons at 6" on center edges, and 12"on center field. Sheathing shall lay perpendicular to framing. OLYMPIA, WA 98506 B. THE CONTRACTOR HAS CAREFULLY EXAMINED THAT FROM HIS OWN INVESTIGATIONS, HE HAS SATISFIED HIMSELF AS TO THE ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR ENGINEER. SHEAR WALL SCHEDULE T (360) 754-9339 NATURE AND LOCATION OF THE WORK, AS TO THE CHARACTER, QUALITY, "ULTIMATE STRENGTH TYPE CONCRETE", PER ACI-301, "SPECIFICATIONS FOR 3.5 REINFORCING STEEL QUANTITIES OF MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED, AS TO THE STRUCTURAL CONCRETE FOR BUILDINGS". PROPORTIONING OF INGREDIENT FOR DETAIL, FABRICATE, AND PLACE PER ACI-315 AND ACI-318 SUPPORT REINFORCEMENT 1. Sheathing nailed with 8d's at 6" on center all edges. (Capacity= 260 plf) F (360) 352-2044 EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE (306) WITH APPROVED CHAIRS, SPACERS, OR TIES. PERFORMANCE OF THE WORK AND AS TO THE GENERAL AND LOCAL WINTER CONCRETING AND ACI-605 (305) FOR HOT WEATHER CONCRETING. USE A. DEFORMED BAR REINFORCEMENT: ASTM A-615-GR 60 2. Sheathing nailed with 8d's at 4" on center all edges with 3X or 4X studs at adjoining panel CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT THE WORK INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT B. WELDED DEFORMED BAR REINFORCEMENT: ASTM A706 GR 60 edges. (Capacity= 380 plf) OR ITS PERFORMANCE, FURTHER THAT, OVER-VIBRATE. CONCRETE SHALL BE PLACED MONOLITHICALLY BETWEEN OR ASTM A615 GR 40 A WWW.IIIC2-inc.�orinC. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE C. WELDED WIRE FABRIC: ASTM A-185 &ASTM A-2Sheathing nailed with 8d's at 3" on center all edges with 3X or 4X studs at adjoining panel EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE FROM PREMATURE DRYING EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN D. DEFORMED BAR ANCHORS: ASTM A-496 edges. (Capacity=490 plf) DRAWINGS AND DOCUMENTS BID UPON; FURTHER THAT, DAYS AFTER POURING. PROVIDE ARCHITECT/ ENGINEER WITH PROPOSED 3.6 GROUT FOR BEARING PLATE Sheathing nailed with 8d's at 2" on center all edges with 3X or 4X studs at adjoining panel D. NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL. WATER/CEMENT SHALL BE MASTERFLOW 713 FOR STATIC LOADS AND EMBECO 636 FOR DYNAMIC edges. (Capacity= 640 plf) SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL RATIO FOR ALL MIXED DESIGNS SHALL BE GREATER THAN 0.50. LOADS. BOTH GROUTS SHALL BE MANUFACTURED BY MASTER BUILDERS. "APPROVED REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE 3.2 STRENGTH EQUAL" GROUTS MUST BE NON-BLEEDING, NON-GAS GENERATING, NON-EXPANSIVE A Sheathing nailed with 10d's at 2" on center all edges with 3X or 4X studs at adjoining panel LLJ OWNER OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR A. TWENTY-EIGHT DAY MINIMUM COMPRESSIVE STRENGTHS AS REQUIRED BY GROUTS. edges. (Capacity=770 plf) ENGINEERS, IN ASSEMBLING THE BID FIGURES; FURTHER THAT, DESIGN SHALL BE: 4.1 STRUCTURAL STEEL E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO Sheathing nailed with (2) rows 10d's at 4"on center all edges with 4X studs at adjoining DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA AND NOT UPON ANY PSI @ 28 DAYS SLUMP THE AISC, "MANUAL OF STEEL CONSTRUCTION:, LATEST EDITION. panel edges. (Capacity= 804 plf) OTHER WRITTEN OR VERBAL REPRESENTATIONS. B. STEEL SHAPES AND PLATES SHALL BE ASTM A-992( Fy = 50 KSI). 1.2 CODES INTERIOR SLABS 3000 4" +/- 1" C. TUBE COLUMNS SHALL BE OF SIZE AS SHOWN AND PER ASTM A-500, A Sheathing nailed with (2) rows 10d's at 2"on center all edges with 4X studs at adjoining A. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 GRADE B (Fy=46 KSI). panel edges. (Capacity= 1608 plf) INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE EXTERIOR SLABS 3000 4" +/- 1" D. BOLTS SHALL BE ASTM A-325. LOCAL GOVERNING AUTHORITY. E. EXPANSION ANCHORS SHALL BE HILTI CONCRETE ANCHORS AS HOLDOWN SCHEDULE B. ALL REFERENCE TO OTHER CODES, ACI, ASTM ETC., SHALL BE FOR LATEST OR FOOTINGS AND INTERIOR 3000 4" +/ 1" MANUFACTURED BY HILTI CORPORATION OR APPROVED EQUAL AND MOST CURRENT EDITION AVAILABLE. SLABS ON GRADE SHALL BE OF THE TYPE NOTED ON THE DRAWINGS. LSTHD8 LSTHD8 embeds 8" into concrete foundation, STHDB attaches to double studs minimum 1.3 UNIFORM LOADS: F. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, with (24) 16d sinker nails. (Cap = 1950) LOADS LIVE LOAD DEAD LOAD MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM A STHD14 STHD14 embeds 14" into concrete foundation, STHD14 attaches to double studs minimum ROOF 25 PSF* 15 PSF THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF ADMIXTURE OR 123 WITH 1.25 OZ. OF ZINC SPECTER PER SQUARE FOOT OF with D14 embeds 16 sinker nails.(Cap = 3815) FLOORS 50 PSF 34 PSF W/15 PSF PARTITION ADMIXTURES IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP (38) SLAB ON GRADE 100 PSF 50 PSF WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL APPROVED MIX DESIGN. PAINTED AFTER FABRICATION. LTT2OB LTT2OB attaches to foundation with 1/2"diameter anchor bolt with 7" minimum z * 15% INCREASE IN STRESSES FOR WOOD FRAMING ALLOWED FOR SNOW LIVE ADMIXTURES CONTAINING CHLORIDES ARE NOT PERMITTED UNLESS APPROVED BY 5.0 CARPENTRY o LOAD THE ENGINEER. ALL 2x OR 4X FRAMING LUMBER SHALL BE DOUG-FIR NO.2 OR BETTER. ALL 6x MEMBERS embedment for cast in place construction. Use /_ diameter threaded rod in cleaned 5/8" (, Simpson AT-XP if installed after concrete has been 5:with Sim epoxy and 6"ho le deep p B. CONCENTRATED LOADS: SHALL BE DOUG-FIR NO.1 OR AS SHOWN ON THE DRAWINGS. 2" LUMBER SHALL BE KILN diameterw 'MECHANICAL UNITS OR OTHER CONCENTRATED LOADS ON ROOF OR FLOOR B. TWENTY-EIGHT DAY MINIMUM COMPRESSIVE STRENGTHS AS REQUIRED BY DRIED (KD). EACH PIECE OF LUMBER SHALL BEAR A STAMP OF THE WEST COAST cast. LTT2OB attaches to double stud minimum with (10) 16d sinker nails. (Cap = 1500) ce AS 'INDICATED. IT SHALL BE THE RESPONSIBILITY OF EACH MANUFACTURER EXPOSURE SHALL BE: LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. STORE OF ALL PRE-ENGINEERED SYSTEMS (TRUSSES, ETC.) TO DESIGN THEIR LUMBER WHERE IT WILL REMAIN DRY DURING CONSTRUCTION. HTT4 HTT4 attaches to foundation with 5/8" diameter anchor bolt with 14" minimum embedment SYSTEM FOR THESE LOADS. EXPOSURE PSI @ 28 DAYS SLUMP 5.1 CARPENTRY HARDWARE for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4"diameter w hole 9" deep and epoxy with Simpson AT-XP if installed after concrete has been cast. C. LATERAL LOADS: A. BOLTS SHALL BE ASTM A-307. ALLOW 33-1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. INTERIOR SLABS FO 2500 4" +/- 1" B. WASHERS SHALL BE MALLEABLE IRON WASHERS (MIW). HTT4 attaches to double stud minimum with (18) 16d nails. (Cap =4235) LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF TO C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN HTTS HTT5 attaches to foundation with 5/8" diameter anchor bolt with 16" minimum embedment SHEAR WALLS AND/OR FRAMES. LOADS ARE THEN TRANSFERRED TO EXTERIOR SLABS Fl 3500 4" +/- 1" MANUFACTURER ONLY. for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4"diameter FOOTINGS BY SHEAR WALL OR FRAME ACTION WHERE ULTIMATE D. LAG SCREWS, SHEAR PLATES, SEE NATIONAL DESIGN hole 10"deep and epoxy with Simpson AT-XP if installed after concrete has been cast. DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FOOTINGS AND FO 2500 4" +/ 1" SPECIFICATION. HTT5 attaches to double stud minimum with (26) 16d nails. (Cap =5090) FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE INTERIOR SLABS ON E. ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, BOWMAN STRUCTURE. GRADE OR ICBO APPROVED. HD19 HD19 attaches to foundation with 1-1/8" diameter anchor bolt with 30-27" minimum (1) WIND: WIND DESIGN SHALL BE IN ACCORDANCE WITH SECTION 1609 OF 5.2 MINIMUM NAILING- PER IBC TABLE 2304.9.1 FASTENING SCHEDULE. embedment into 6-8" concrete stem wall for cast in place construction. Use 1-1/8"diameter THE 2015 IBC. 5.3 PLYWOOD, ORIENTED STRAND BOARD, WAFER BOARD, COMPLY threaded rod in cleaned 1-1/8"diameter hole 20" deep and epoxy with Simpson AT-XP if ND SPEED: 110 MPH-3 SECOND GUST EXPOSURE: B C. TWENTY-EIGHT DAY MINIMUM COMPRESSIVE STRENGTHS AS REQUIRED BY EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. installed after concrete has been cast. HD19 attaches to 6X stud minimum with (5) 1" LRFD SUM OF INTERNAL PRESSURE = 18.0 PSF SULFATE EXPOSURE SHALL BE: ALL PANELS SHALL BE APA PERFORMANCE RATED PANELS. diameter bolts. (Cap = 19070) ASD SUM OF INTERNAL PRESSURE= 10.8 PSF THICKNESS AND LAYUP ARE AS SHOWN ON DRAWINGS. ALL PANELS SHALL BE VLRFD =40.587 KIPS(LONG FACE) 26.566 KIPS (NARROW FACE) EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING HDQ8 HDQ8 attaches to foundation with 7/8"diameter anchor bolt with 24-18" minimum VASD = 24.420 KIPS (LONG FACE) 15.984 KIPS (NARROW FACE) EXPOSURE CLASS PSI @ 28 DAYS ASTM C150 MINIMUM NAILING: PANEL EDGES 10d AT 6" ON CENTER, INTERMEDIATE SUPPORT 10d embedment into 6-8" concrete stem wall for cast in place construction. SSTB 28 can be (2) SEISMIC: SEISMIC DESIGN SHALL BE IN ACCORDANCE WITH SECTION 1613 CEMENT AT 12" ON CENTER. used as an alternative to anchor bolt. Use 7/8" diameter threaded rod in cleaned 1" OF THE 2015 IBC,WITH ADDITIONAL REQUIREMENTS FROM ASCE 7-10. RESTRICTION 5.4 GLUED-LAMINATED TIMBER diameter hole 12"deep and epoxy with Simpson AT-XP if installed after concrete has been SEISMIC SITE CLASS D PER AITC 117-76. EACH MEMBER SHALL BEAR AITC QUALITY MARK. LUMBER SHALL cast. HDQ8 attaches to 6X stud minimum with (20) Simpson SDS1/4X3 screws. (Cap = SEISMIC USE GROUP I INTERIOR SLABS SO 2500 NONE CONFORM TO WCLIB, "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED 9230) SEISMIC DESIGN CATEGORY D LAMINATED DOUGLAS FIR." CAMBERS ARE SHOWN ON DRAWINGS. ALL MEMBERS 0 Ss=1.416G EXTERIOR SLABS SO 2500 0.55 SHALL BE COMBINATION 24F-V4 OR AS NOTED AND HAVE EXTERIOR GLUE. ALL HHDQ11 HHDQ11 attaches to foundation with 1" diameter anchor bolt with 27-24" minimum U SL=0.544G MEMBERS SHALL BE INDUSTRIAL APPEARANCE OR AS NOTED ON DRAWINGS. embedment into 6-8" concrete stem wall for cast in place construction. Use 1" diameter4-1 V=CSW CS =SDS/R/I SDS=2/3 Ss*FA Sos =0.944 Ss=1.416 FA= 1.000 NONE (Fb = 2,400 PSI) threaded rod in cleaned 1-1/8" diameter hole 12" deep and epoxy with Simpson AT-XP if c1 FOOTINGS AND INTERIOR SO 2500 1 = 1.00 RHO = 1.3 (Fv = 165 PSI) installed after concrete has been cast. HHDQ11 attaches to 6X stud minimum with (24) R= 6.5 FOR WOOD SHEATHED SHEAR WALLS SLABS ON GRADE (E = 1,800,000 PSI) Simpson SDS1/4X3 screws. (Cap = 11810) Cs = 0.145 (FcL = 650 PSI) Ti VLRFD= 0.189 W VLRFD= 113.097 KIPS D. TWENTY-EIGHT DAY MINIMUM COMPRESSIVE STRENGTHS AS REQUIRED BY 5.5 PARALLEL STRAND LUMBER(PSL) HHDQ14 HHDQ14 attaches to foundation with 1" diameter anchor bolt with 30-27" minimum VASD=0.135 W VASD= 80.784 KIPS WATER EXPOSURE SHALL BE: PARALLEL STRAND LUMBER SHALL CONFORM TO THE FOLLOWING STRENGTH CRITERIA: embedment into 6-8"concrete stem wall for cast in place construction. Use 1"diameter 1.4 SOIL DATA (Fb = 2,800 PSI) threaded rod in cleaned 1-1/8"diameter hole 15" deep and epoxy with Simpson AT-XP if ALLOWABLE SOIL PRESSURE 2500 PSF PER GEOTECH REPORT BY ROBINSON NOBLE (Fv = 285 PSI) installed after concrete has been cast. HHDQ14 attaches to double studs minimum with DATED MARCH 23, 2016. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR EXPOSURE PSI @ 28 DAYS (E = 2,000,000 PSI) (30) Simpson SDS1/4X3 screws. (Cap = 13710) •C't VD SEISMIC ORIGIN. (FcL = 750 PSI) 'CD HDU2 HDU2 attaches to foundation with a 5/8" anchor bolt with 14"minimum Q) W 1.5 INSPECTION SPECIAL INSPECTION IS REQUIRED FOR ALL CONCRETE, FIELD INTERIOR SLABS WO 2500 5.6 TIMBER TRUSSES embedment for cast inplace construction. Use diameter diameter threaded rod in cleaned 3/4" WELDING,AND HIGH STRENGTH BOLTING. A. PRE-ENGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR FULL O �{ vp 1.6 SHOP DRAWINGS EXTERIOR SLABS WO 3500 LIVE LOADS AS SPECIFIED IN SECTION 1.3 PLUS 12 PSF DEAD LOAD, diameter hole 7"deep and epoxy with Simpson AT-XP if installed after concrete has been THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT PLUS TRUSS SYSTEM WEIGHT. ADD 2 PSF IN FIRE RATED CEILING cast. HDU2 attaches to double studs with (6) Simpson SDS1/4X3 screws. (Cap = 3075) cv c=l , ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF AREAS, PLUS CONCENTRATED LOADS WHERE INDICATED. TRUSSES cd 1.......( N FOOTINGS AND INTERIOR WO 2500 HDU4 HDU4 attaches to foundation with a 5/8"diameter anchor bolt with 14"minimum RECORD, THEREFORE, THEY MUST BE VERIFIED BY THE GENERAL CONTRACTOR. AND CONNECTIONS SHALL HAVE THE CAPACITY TO RESIST A SLABS ON GRADE embedment for cast in place construction. Use 5/8"diameter threaded rod in cleaned 3/4" a; ;"4 �' DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE LATERAL FORCE. A-I diameter hole 9" deepand epoxy with Simpson AT-XP if installed after concrete has been APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE B. TRUSS DRAWINGS MUST BE STAMPED BY A STRUCTURAL ENGINEER P p 0 �' a.) cast. HDU4 attaches to double studs with (10) Simpson SDS1/4X3 screws. (Cap =4565) U U . v' ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIS STRUCTURE. THE E. TWENTY-EIGHT DAY MINIMUM COMPRESSIVE STRENGTHS AS REQUIRED BY LICENSED IN THE STATE OF WASHINGTON. +� Q) t, COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CHLORIDE ION EXPOSURE SHALL BE: C. PRE-ENGINEERED TRUSSES INCLUDING BRIDGING, SPECIAL HDU5 HDU5 attaches to foundation with a 5/8"diameter anchor bolt with 15" minimum a 2 N 0 -..) NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR BLOCKING, ETC. SHALL BE BY RED-BUILT OR APPROVED EQUAL. embedment for cast in place construction. Use 5/8"diameter threaded rod in cleaned 3/4" s ° O W �O n STRUCTURAL DRAWINGS. SUBMIT A REPRODUCIBLE AND ONE COPY OF THE SHOP diameter hole 12" deep and epoxy with Simpson AT XP if installed after concrete has been to V) - CA DRAWINGS TO THE ARCHITECT OR ENGINEER. THE REPRODUCIBLE WILL BE EXPOSURE CLASS PSI @ 28 DAYS MAX CL ION REVIEWED AND RETURNED. ALLOW 10 WORKING DAYS FOR REVIEW. SHOP CONTENT TYPICAL SHEAR WALL NOTES cast. HDU5 attaches to double studs with (14) Simpson SDS1/4X3 screws. (Cap = 5645) DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING: HDU14 HDU14 attaches to foundation with a 1" diameter anchor bolt with 27"-24" minimum eMe y DAL A. REINFORCING STEEL INTERIOR SLABS CO 2500 1.00 Use 5/8" dia. by 10"Anchor Bolts (AB's)with single plates and 5/8"dia. by 12"AB's with 3X or double embedment into a 6"-8" concrete stem wall for cast in place construction. Use 1"diameter B. STRUCTURAL STEEL plates spaced as shown on the drawings. AB's shall have 7"of embedment into footing, shall be threaded rod in cleaned 1-1/8" diameter hole 18"deep and epoxy with Simpson AT-XP if Drawn By C. GLUE-LAMINATED MEMBERS EXTERIOR SLABS CO 2500 1.00 centered in the stud wall, and shall project through the bottom plate of the wall. All anchor bolts shall be installed after concrete has been cast. HDU11 attaches to 6X stud with (36) Simpson CLH D. ROOF AND FLOOR TRUSSES placed within 12"from corners, and 12"from the ends of both plates at splices. All anchor bolts shall SDS1/4X3 screws. (Cap = 14445) checked By SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO have a 3"square, 1/4"thick plate washers between the top of the sill plate and the nut. (If using MS FOOTINGS AND CO 2500 1.00 SUBMISSION AND REVIEW BY THE ENGINEER. INTERIOR SLABS expansion anchors as substitutes for anchor bolts, embed a minimum of 3-1/2" into concrete.) Date 1.7 REQUIRED SUBMITTALS ON GRADE 03-06-17 A. MANUFACTURER MATERIAL REPORTS FOR WELDABILITY OF All wall sheathing shall be 1/2" CDX plywood, 5/8"T1-11 siding, or 7/16" OSB with exterior exposure REINFORCING STEEL MEETING ASTM A-706. glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat B. CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF F. SUMMARY OF CONCRETE MEMBERS AND THE VARIOUS REQUIREMENTS blocking except where noted on the drawings or below. PREFABRICATED STEEL MEMBERS AT COMPLETION OF FABRICATION. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails C. CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF REQUIRED FREEZE SULFATE WATER CL ION are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 PREFABRICATED OPEN WEB STEEL JOISTS AND JOIST GIRDERS. STRENGTH EXP EXP EXP EXP Nails are equivalent when used with 1/2" plywood). Nail size and spacing at all sheathing edges shall be D. CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF as required below or as in the drawings. Nail spacings shall be 12" o.c.for all field nailing except as PV L SZ9 PREFABRICATED STEEL STAIR SYSTEMS AT COMPLETION OF INTERIOR SLABS 3000 FO SO WO CO noted. ��eV WASHfyn�y FABRICATION. E. MANUFACTURER MILL TEST REPORTS FOR ASTM F-1554 WITH EXTERIOR SLABS 3500 F1 SO WO CO Hold downs are Simpson "Strong Tie"and shall be installed per the manufacture's recommendation. - SUPPLEMENT S1 FOR GRADE 55 KSI ANCHOR BOLTS/RODS. _ Equivalent holdowns by United Steel Products Company"Kant-Sag"that have ICC approval can be '� F. MANUFACTURER MILL TEST REPORTS FOR ASTM A-307 WITH substituted in place of Simpson holdowns. `' FOOTINGS AND 3000 FO SO WO CO SUPPLEMENT Si FOR GRADE B ANCHOR BOLTS/RODS. S� �0�.0 INTERIOR SLABS The nailing of the sole plate to the floor shall be 16d common nails to match the spacing of the shear .o ��_ - ��ti G. CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF PREFABRICATED 90� r'rrt�tl i ,c��Ol� METAL PLATE CONNECTED WOOD TRUSSES AT COMPLETION OF FABRICATION ON GRADE wall edge nailing. '1i FS`40NAL E 03-09-17 Project Number 16020 Sheet Number S1.0 1 of 13 L _1