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GENERAL STRUCTURAL NOTES (CONT'D. G. STEEL DECK (CONTU) 1. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS (CONTU K. WOOD (CONTU) N. INTERIOR ANCHOR BOLT SUBSTITUTIONS H 3. ALL DECK WELDING SHALL COMPLY WITH AIDS D1.3. USE E60 OR E10 SERIES 2. ALL BOLTS SHALL BE INSTALLED AS SNUG-TIGHTENED JOINTS WITH THREADS 10, SEE FOUNDATION PLAN FOR BOTTOM PLATE ANCHORAGE REQUIREMENTS. I. INTERIOR ANCHOR BOLTS ARE DEFINED AS ANCHOR BOLTS LOCATED A MIN. OF 6" o ELECTRODES (MIN. ROD DIA. = 1/8"). ALL ARC SPOT (PUDDLE)WELDS SHALL HAVE AN EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION)U.N.O. HIGH-STRENGTH BOLT FROM SLAB EDGES, STEPS, TURN DOWNS, OPENINGS, OR SIMILAR DISCONTINUITIES, AND N EFFECTIVE FUSION AREA NOT LESS THAN 1/2" IN DIA. OR 3/8" x P. ANY ARC SEAM ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC "SPECIFICATION FOR 11. ALL NAILS EXCEPT 16d NAILS SHALL BE COMMON NAILS U.N.O. 16d NAILS MAY BE 16d DO NOT INCLUDE ANCHORS FOR HOLDOWNS. INTERIOR ANCHOR BOLT SUBSTITUTIONS ` �r LO o WELDS SHALL HAVE A FUSION AREA NOT LESS THAN 3/8" x 1 1/2". WELDS IN AREAS STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" AND SHALL BE SNUG TIGHTENED SINKER, 16d BOX, 10d-131 OR 12d COMMON U.N.O. (EXCEPTION: WOOD CONSTRUCTION ARE PERMITTED AS LISTED IN THIS SECTION. w x coo EXPOSED TO WEATHER SHALL BE DE-SLAGGED, CLEANED, AND PAINTED WITH A ZINC USING ANY AISC APPROVED METHOD U.N.O. ALL BOLTS IN SLOTTED OR OVERSIZED CONNECTORS SHALL BE PER MFR'S. SPECIFICATIONS.) NAILS SHALL BE DRIVEN SO THAT w `� N CD RICH PRIMER. HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED HEADS ARE FLUSH WITH WOOD SURFACE. OVER- OR UNDER-DRIVEN SHEATHING NAILS AT 2, BOLT-TYPE SUBSTITUTIONS IN SHEAR WALLS SHALL BE INSTALLED w/ PLATE WASHERS WASHERS. SHEAR WALL, ROOF, AND FLOOR SHEATHING PANELS, WHERE THICKNESS IS MINIMAL, CAN PER SHEAR WALL SCHEDULE. p� ° x 4. STEEL DECK SUPPLIER SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS RESULT IN REDUCED CAPACITY. IF NO MORE THAN 20% OF THE FASTENERS AROUND THE .�, Q -CD RIDGE AND VALLEY PLATES, SADDLES, COVER PLATES,MUD STOPS NOT SPECIFICALLY 3. ALL ANCHOR RODS AT STEEL COLUMN BASE PLATES SHALL BE RODS WITH THREADS PERIMETER OF PANELS ARE OVERDRIVEN BY UP TO 1/6", THE PANEL IS ACCEPTABLE. IF 3, 1/2" AND 3/4" DIA. THREADED CONCRETE ANCHORS AT THE SAME SPACING MAY BE La NOTED ON PLANS, ETC., TO MAKE THE JOB COMPLETE. BOTH ENDS WITH HEAVY HEX NUT FULLY THREADED ONTO EMBEDDED END. TACK WELD MORE THAN 20% OF THE FASTENERS AROUND THE PERIMETER OF PANELS ARE USED IN LIEU OF WET-SET ANCHOR BOLTS AT INTERIOR WALLS, INCLUDING SHEAR WALLS. .~�. = cc M NUT TO ROD OR SPOIL THREADS TO PREVENT NUT FROM BACKING OFF. ANCHOR RODS OVERDRIVEN, OR IF ANY ARE OVERDRIVEN BY MORE THAN 1/8", ADDITIONAL FASTENERS MINIMUM EMBEDMENT SHALL BE 4" FOR 1/2" DIA. ANCHORS AND 6 1/4" FOR 3/4" DIA. o Cn 5. CONCENTRATED LOADS (1.e., CEILING AND SOFFIT FRAMING,MECH. EQUIPMENT, PLUMBING, SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT WRITTEN APPROVAL SHALL BE DRIVEN. FOR EVERY TWO FASTENERS OVERDRIVEN, ONE ADDITIONAL ANCHORS. THREADED CONCRETE ANCHORS SHALL BE SIMPSON TITEN HD (ICC N � coo ETC.) SHALL NOT BE SUSPENDED FROM STEEL DECK, IT IS ACCEPTABLE TO SUPPORT FROM THE ENGINEER OF RECORD. FASTENER SHALL BE DRIVEN. ALL OTHER CONDITIONS WHERE 1-1/2" OR GREATER E5R-2713)WITH SPACING NOT CLOSER THAN 3" o.c. Cc °' N TYPICAL LAY-IN CEILINGS FROM THE STEEL DECK. CONTRACTOR SHALL PROVIDE MEMBERS ARE FASTENED TOGETHER (GENERAL FRAMING), OVERDRIVEN FASTENERS DO o M CID ENGINEERED FRAMING SYSTEM TO DISTRIBUTE CONCENTRATED LOADS TO STEEL JOISTS 4. HEADED STEEL STUDS AND AUTOMATIC WELDED DOWELS SHOWN ON PLANS OR DETAILS NOT AFFECT THE CAPACITY OF THE CONNECTION. 4. INTERIOR NON-LOAD BEARING PARTITION WALLS MAY BE ANCHORED TO THE SLAB WITH coo a6 OR BEAMS. SHALL BE BY NELSON STUD WELDING, INC., PER ICC E5R-2856 AND ICC E5R-2901, MIN, 0.145 INCH DIAMETER SHOT PINS (AS NOTED BELOW)AT 24" o.c.MAX. SHOT PINS � LENGTH SHANK DIA NAIL SIZE LENGTH SHANK DIA:: : : .: : RESPECTIVELY. STUDS SHALL HAVE FLUXED ENDS AND BE AUTOMATICALLY NAIL SHALL BE EITHER SIMPSON PDPWL-300MG OR PDPWL5-300MG (E5R-2138) OR HILTI 6. PIPING AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE OVER END-WELDED WITH SUITABLE EQUIPMENT (NO FILLET WELDING OF STUDS PERMITTED 1(od COMMON .162" 3 1/2" 12d COMMON .148" 3 1/4" X-CP 12 OR X-CR-L 12 (E5R-2319). INSTALL ALL FASTENERS PER IGG REPORT AND STEEL DECK. U.N.O.)AT SPACINGS INDICATED ON THE PLANS OR DETAILS. WELDING OF STUDS SHALL 16d SINKER 148" 3 1/4" 10d COMMON 148" 31 I MFR'S RECOMMENDATIONS. EMBED 1 1/4" MIN. IF WOOD SPLITTING OCCURS, AN " CONFORM t0 THE REQUIREMENTS OF AWS DI.1 AND AWS C5.4. HEADED STUDS AND 16d BOX 106-1311 .131" 3"135" 3 1/2" Sd COMMON 3 / ALTERNATE ANCHORAGE PER G.S.N. SHALL BE USED. H. STRUCTURAL STEEL AUTOMATIC WELDED DOWELS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY ARE OF EQUIVALENT CAPACITY FOR THE INTENDED APPLICATION AND O. COLD-FORMED STEEL 1, STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS AND HAVE CURRENT ICC APPROVAL, 12. ALL PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL MATERIAL PROPERTIES U.N.O; BE C-D OR C-C SHEATHING CONFORMING TO CBG 2303.1.5 AND SHALL CONFORM TO THE 1. ALL COLD-FORMED STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE Store: y 5. WHERE A SPECIFIC EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS FOLLOWING NOMINAL THICKNESS, SPAN RATING AND NAILING PATTERN U.N.O.: WITH MFR'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF KETTLEMAN & L. SACRAMENTO SHAPE; STANDARD: F SPECIFIED ON PLANS OR DETAILS, ONLY THE SPECIFIED PRODUCT SHALL BE USED AND NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF GOLD-FORMED STEEL NO SUBSTITUTIONS ARE ALLOWED. WHERE AN EXPANSION ANCHOR, SCREW ANCHOR, OR THICKNESS: SPAN RATING EDGE NAILING: FIELD NAILING: STRUCTURAL MEMBERS" BY AISI. ROLLED WIDE FLANGE SECTIONS ASTM A992 50 KSI EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS BUT A SPECIFIC PRODUCT IS 3/8" 24/0 Sd AT 6" o.c. Sd AT 12" o.c. LODI, CA 95242 OTHER STANDARD STEEL SHAPES ASTM A36 36 KSI NOT STATED, ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. 1 /32 24/16 Sd AT 6" o.c. Sd AT 12" o.c. 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING AND ROLLED SECTIONS 15/32" 32/16 Sd AT 6" o.c. Sd At 12" o.c. Restaurant #RC576 THE USE OF PRODUCTS NOT INCLUDED BELOW IS NOT ALLOWED. ALL PRODUCTS SHALL ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES BARS AND PLACES ASTM A36 36 KSI BE INSTALLED WITH SPECIAL INSPECTION. 19/32" 40/20 10d AT 6" o.c, 10d At 12" o.c. INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, OR 3/4" 48/24 10d AT 6" o.c. 10d AT 12" o.c. REINFORCEMENTS,FASTENING DEVICES, BRACING, AND OTHER ACCESSORIES AS P4E-HV-M SCHEME A ASTM A512,GRADE 50 (WHERE NOTED) 50 KSI 5.1, EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLI TZ (ICC; 1 60/ ESR-1911), 48 IOd AT 6" o.c. 10d AT 12" o.c. RECOMMENDED BY THE MFR TO PROVIDE A COMPLETE FRAMING SYSTEM. PIPES ASTM A53,GRADE B 35 KSI SIMPSON STRONG-BOLT 2 (ICC ESR-3031), OR DEWALT POWER-STUD+ SD2 (ICC 1 1/8" 60/48 IOd AT 6" o.c. 10d AT 12" o.c. HSS (RECT.) ASTM A500,GRADE B OR ASTM A1055 4(o KSI (MIN.) E5R-2502) U.N.O. EXPANSION ANCHORS IN MASONRY SHALL BE 5IMP50N STRONG-BOLT 3. STEEL FOR 54, 68 AND 91 MILS THICK (16, 14 AND 12 GAGE)STUDS AND JOISTS SHALL Professional of Record: NAME HSS (ROUND) ASTM A500,GRADE B OR ASTM A1085 42 KSI (MIN.) 2 (IAPMO ER-0240), HILTI KWIK BOLT 3 (ICC E5R-1385) OR DEWALT POWER-STUD+ SDI 13. A.P.A. PERFORMANCE RATED SHEATHING (OSB)MAY BE USED AS AN ALTERNATE TO HAVE A MIN. YIELD STRENGTH OF 50 KSI. STEEL FOR ALL THINNER STUDS AND JOISTS, (ICC E5R-2966). EXPANSION ANCHORS SHALL BE INSTALLED WITH SPECIAL PLYWOOD. RATED SHEATHING SHALL COMPLY WITH PRP-108 OR U6DOC-P52, ALL THICKNESSES OF TRACK, ALL DIAGONAL TENSION STRAPS AND BRACES, AND 2. ASTM A6 HOT-ROLLED SHAPES WITH FLANGE THICKNESS EXCEEDING 2" SHALL BE INSPECTION. EXPOSURE 1, AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE BRIDGING SHALL HAVE A MIN. YIELD STRENGTH OF 33 KSI. STEEL SHALL BE SUPPLIED WITH CHARPY V-NOTCH TESTING IN ACCORDANCE WITH ASTM A6, PLYWOOD It REPLACES. ATTACHMENT AND THICKNESS SHALL BE THE SAME AS THE GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. SUPPLEMENTARY REQUIREMENT 530. IMPACT TESTS SHALL MEET A MINIMUM AVERAGE 5.2. SCREW ANCHORS SHALL BE DEWALT SCREW-BOLT+ PER ICG E5R-4042 FOR MASONRY PLYWOOD It REPLACES. INSTALL PER MFR'S RECOMMENDATIONS. FFAA TOUGHNESS OF 20 FT-LB AT +10 °F. SPLICES, WELD ACCESS HOLES, COMPATIBLE AND ICC ESR-3889 FOR CONCRETE, 5IMP50N TITEN HD PER ICC E5R-1056 FOR 4. FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR WELDS. ALL DESIGN WELDING PROCEDURES, WELDING PREHEAT REQUIREMENTS, AND THERMAL CUT SURFACE MASONRY AND IGG ESR-2113 FOR CONCRETE, HILTI KWIK HUS-EZ PER ICC ESR-305614. FOR PLYWOOD OR A.PA. RATED SHEATHING: FULL WIDTH PANELS SHALL BE USED WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZING-RICH PAINT. ALL PREPARATION AND INSPECTION SHALL BE MADE IN ACCORDANCE WITH SECTIONS J1.5, FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS SHALL BE WHEREVER POSSIBLE. AT ROOF SHEATHING, PANELS 16" TO 24" WIDE SHALL HAVE WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PAINT. J1.6, J2.6, AND M2.2 OF AISC 360. WELD TABS AND BACKING AT SPLICES SHALL BE INSTALLED WITH SPECIAL INSPECTION. EDGES SUPPORTED BY 2x BLOCKING OR (2) PSCL CLIPS BETWEEN EACH SUPPORTING A r c h i t e c t u r a REMOVED AND THE SURFACES GROUND SMOOTH. MEMBER AND PANELS 12" TO 16" WIDE SHALL HAVE EDGES SUPPORTED BY 2x 5. SCREWS SHALL BE SELF-TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL 5.3. EPDXY ANCHORS IN CONCRETE (ALL-THREAD, REBAR, ETC.) SHALL USE HILTI HIT-RE BLOCKING. PROVIDE EDGE NAILING AT ALL BLOCKED PANEL EDGES. SCREWS. SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF A Solutions Group 3. ALL STRUCTURAL AND MISC. STEEL SHALL BE FABRICATED AND ERECTED IN 500 V3 (ICC E5R-3814), 5IMP50N 5ET-3G (ICC E5R-4051), OR DEWALT PURE 110+ (ICC LARGER DIA. WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE 1 101 Central Expressway South ACCORDANCE WITH AISC 303 AND SHALL BE COMPLETED BY AN "APPROVED STEEL E5R-3298) U.N.O. ALL EPDXY ANCHORS IN MASONRY (ALL-THREAD, REBAR, ETC.) 15. SHEAR PANEL BLOCKING NOTED ON PLANS OR DETAILS SHALL BE CONSTRUCTED OF 2x ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER Suite 100 FABRICATOR." SHOP DRAWINGS AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS SHALL USE 5IMP50N SET-XP NAPMO ER-0265), HILTI HIT-HY 210 (ICC E5R-4143) OR SOLID FRAMING w/ 3/8" MIN. PLYWOOD w/ Sd At 6" o.c. U.N.O. AND SHALL BE NAILED TO THAN 5/8" o.c. AND WITH A MIN.FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT Allen, TX 75013 AS REQUIRED BY AISC 360, SECTION MI. DEWALT AC100+ GOLD (ICC E5R-3200)U.N.O. EPDXY ANCHORS SHALL BE INSTALLED ADJACENT TRUSSES w/MIN. (2) 16d TOP AND BOTTOM. ALL SHEAR PANEL BLOCKS MAY CLIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIN., U.N.O. SIZE GLIP ANGLES AND CONTACT: EVERETT FIELDS WITH SPECIAL INSPECTION. HAVE (1) 4" MAX. DIA. HOLE IN THE CENTER OF THE PANEL. (1) SHEAR PANEL BLOCK FLAT CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. (469) 619-1164 4. SHEAR CONNECTORS (SUCH AS HEADED STEEL STUDS, STEEL BARS, OR STEEL LUGS), ABOVE EACH 5WI-5W13 MAY HAVE A 11" MAX. DIA. HOLE IF THE SHEAR PANEL BLOCKS ALL SCREWS 06 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/1611. EFIELDS@PMDGINC.COM REINFORCING BARS, DEFORMED ANCHORS, OR THREADED STUDS SHALL NOT BE K. WOOD ABOVE THE SHEAR WALL HAVE BOUNDARY FASTENERS AT 3" o.c. SHEAR PANEL ATTACHED TO THE TOP FLANGES OF BEAMS, JOISTS, OR BEAM ATTACHMENTS SO THAT BLOCKS ABOVE A 6W14 OR GREATER MAY NOT BE PENETRATED w/ A HOLE LARGER 6. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD-FORMED THEY PROJECT VERTICALLY FROM OR HORIZONTALLY ACROSS THE TOP FLANGE OF THE THAN 4" IN DIA. SHEAR PANEL BLOCKS NOT ABOVE A SHEAR WALL MAY HAVE (1) 11" STEEL FRAMING WORK. ALL WELDING SHALL USE E60 SERIES ELECTRODES (MIN. ROD MEMBER UNTIL AFTER THE METAL DECKING, OR OTHER WALKING/WORKING SURFACE, HAS 1, SAWN FRAMING LUMBER SHALL COMPLY WITH THE GRADING RULES OF THE WESTERN MAX. DIA. HOLE IF THE BLOCKS EXTEND 8'-0" OR MORE, U.N.O. DIA. = 1/8")AND SHALL CONFORM WITH THE LATEST AMERICAN WELDING SOCIETY BEEN INSTALLED. WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL STANDARDS. SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER 16. IN EXTERIOR WALLS AND BEARING PARTITIONS (INCLUDING SHEAR WALLS), ANY WOOD 5, SEE CONCRETE SECTION OF G.SN,FOR GROUTING REQUIREMENTS BENEATH COLUMN GRADING AGENCY. SAWN LUMBER SHALL HAVE THE FOLLOWING MIN.GRADE, U.N.O.: STUD MAY BE GUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS 1. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM SNEER BASES AND BEARING PLATES. WIDTH. GUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT TRACK, U.N.O., PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, AND USE: MATERIAL: OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING NON-SHEAR WALL PARTITIONS BEAM BEARING. b I. STRUCTURAL STEEL WELDING 2x4 TOP PLATES DOUGLAS FIR STANDARD GRADE � ° o SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. �Z � 6d CM 2x4 STUDS CUP TO 9'-0"), BLOCKING DOUGLAS FIR NO, 2 8. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR. SHALL BE INSTALLED TO Q w , � Q N I. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AISC 360, SECTION J2 AND 2x4 STUDS (OVER 9'-0") DOUGLAS FIR NO, 2 I1. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-0" MAX. INTERVALS. w►- J Z U N FOLLOW THE PREQUALIFIED JOINT DETAILS INCLUDED THEREIN. WELDING OF JOINTS 2x6 TOP PLATES DOUGLAS FIR NO. 2 BORED IN ANY WOOD STUD (INCLUDING SHEAR WALL STUDS EXCEPT 5W11 OR GREATER). WALLS 8'-0" AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING AT MID-HEIGHT. =Q z (Q r THAT INCLUDE REINFORCING STEEL SHALL CONFORM TO AWS DIA. 2x6 STUDS (UP TO 9'-0"), BLOCKING DOUGLAS FIR NO. 2 BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE ADDITIONALLY, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND WHERE NOTED ON 2x6 STUDS (OVER 9'-011) DOUGLAS FIR NO. 2 PERMITTED IN NON-BEARING,NON-SHEAR WALL PARTITIONS OR IN ANY WALL (EXCEPT THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE C) 2. WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND 2x BOTTOM PLATES DOUGLAS FIR STANDARD GRADE SHEAR WALLS)WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN NOTED ON THE DRAWINGS. 038 HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. 6x BEAMS AND 6x POSTS DOUGLAS FIR NO. 1 TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED, IN NO CASE SHALL THE EDGE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL JOISTS AND ALL OTHER SAWN LUMBER DOUGLAS FIR NO, 2 OF THE BORED HOLE BE NEARER THAN 5/6 INCH (1(oMM) TO THE EDGE OF THE STUD. 9, STUDS, JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS COMPLETE-JOINT-PENETRATION (CJP)WELDS SHALL BE TESTED AND CERTIFIED BY AN BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR A SHALL BE 3505162-33 MIN. TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE INDEPENDENT TESTING LABORATORY. 2. GLUE-LAMINATED (GLULAM) BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4 U.N.O. NOTCH. STITCH NAILING OF MULTIPLE STUD MEMBERS IS NOT REQUIRED FOR A SECTION 350T125-33 MIN. FABRICATION AND HANDLING SHALL CONFORM WITH THE LATEST AITC AND ASTM OF APPROXIMATELY 8" TO 18" ABOVE THE FINISH FLOOR TO ALLOW FOR ELECTRICAL 3. ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.1, TABLE STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING PENETRATIONS. 10. JOISTS, STUDS, TRACK, ETC. SHALL HAVE STEEL THICKNESS AND EFFECTIVE SECTION 3.1, WITH A MIN. TENSILE STRENGTH OF 10 KSI U.N.O. WELDS BETWEEN REINFORCING BARS ITS DESIGN PROPERTIES. BEAMS SHALL BE MFR'D WITH 3500 FT. RADIUS OF CURVATURE PROPERTIES AS LISTED IN THE METAL STUD MFR.'S ASSOCIATION MANUAL, E5R-3064P, Prototype : P4E-HV 2020 -2.0 RELEASE SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS DIA, TABLE 5.1, WITH A UNLESS ALTERNATE CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS. GLULAM 18. WHERE BRIDGING INTERFERES WITH MECH. OR OTHER INSTALLATIONS, REMOVE BRIDGING OR EQUIVALENT. MIN. TENSILE STRENGTH OF 90 KSI U.N.O. (MIN. TENSILE STRENGTHS FOR FILLER METALS BEAMS WITH 1/2" DIMENSION WIDTHS MAY BE USED IN LIEU OF THE 1/6" DIMENSION WIDTHS AFTER DECK IS IN PLACE AND REPLACE WITH ADDITIONAL MFR SUPPLIED HORIZ. STRUT Prototype Issue Date: 7.14.2020 USED IN WELDS BETWEEN REINFORCING BARS AND STRUCTURAL STEEL MAY BE 70 KSI), SPECIFIED ON PLANS (i.e. 5 1/2" WIDTH MAY BE USED IN LIEU OF 5 1/8" WIDTH AND NOT BRACING AT TOP AND BOTTOM CHORDS, VICE VERSA). Design Bulletin Updates: -- 4. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE 19, BEAMS OR TWO PLY (OR LARGER)GIRDER TRUSSES BEARING ON TOP PLATES SHALL SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1. THE WPS VARIABLES SHALL BE WITHIN 3. LAMINATED STRAND LUMBER (LSL)SHALL BE WEYERHAUSER TIMBERSTRAND LSL (ICC BE ATTACHED TO TOP PLATES WITH A34 ONE SIDE AND (2) 1(od TOENAILS OTHER SIDE, Date Issued: Bulletin Number: THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER. THE WPS ESR-1381). MINIMUM GRADE SHALL BE AS FOLLOWS: U.N.O. ON PLAN. SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO MEMBER WIDTH: MEMBER DEPTH: MINIMUM GRADE: FABRICATION AND ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE 20. LUMBER RESTING ON CONCRETE OR MASONRY SHALL COMPLY WITH CBG 2304.12. t0 ALL WELDERS AND THE SPECIAL INSPECTOR. 1 1/2" ALL 1.6E FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL COMPLY WITH EITHER CBC 1ST BLDG. SUBMITTAL 2 1/2" ALL 1.6E 2304.10.5 OR ICC REPORT APPLICABLE TO THE WOOD PRESERVATIVE TREATMENT. 5. WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE 13/411 ALL 1.55E LENGTHS U.N.O. 21. 5IMP50N STEEL STRONG-WALLS (SSW) ARE SPECIFIED BY MODEL NUMBER ON THE 3 1/2" 9 1/4" OR MORE 1.55E PLANS (e.g. 55W24X1). ALL SSW SHALL BE MANUFACTURED AND INSTALLED IN 6. ALL MISC.FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS,MISC. PLATES, 3 1/2" 8 5/8" OR LESS 1.3E ACCORDANCE w/ ICC E5R-1619. SSW TEMPLATES ARE SPECIFIED BY MODEL NUMBER ETC., SHALL BE PER AISC 360, TABLE J2.4. ON PLANS. 4. LAMINATED VENEER LUMBER (LVL) SHALL BE WEYERHAUSER MICROLLAM LVL (ICC 1. WELDS SHALL BE SEQUENCED t0 MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE. ESR-1381), LOUISIANA PACIFIC GANG-LAM (ICC E5R-2403), OR BOISE CASCADE 22. 5IMP50N STRONG-WALLS ARE SPECIFIED BY MODEL NUMBER ON THE PLANS (e.g. VERSA-LAM (ICC E5R-1040). GRADE SHALL BE 1.9E OR HIGHER. EXCEPTION: LVL 5W24x8). ALL STRONG-WALLS SHALL BE MANUFACTURED AND INSTALLED IN J. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS RIM BOARD SHALL BE GRADE 1.3E OR HIGHER CONNECTION OF MULTIPLE PLY ACCORDANCE w/ IGC; ESR-1261. BEAMS SHALL BE PER MFR'S. SPECIFICATIONS. 1. STRUCTURAL STEEL BOLTS, ANCHORS, ETC., SHALL CONFORM TO THE FOLLOWING 23, THE FOLLOWING IS A LIST OF ICC-ES OR IAPMO ES REPORTS NOT SPECIFIED REVISIONS: STANDARDS AND MATERIAL PROPERTIES UN.O: 5. PARALLEL STRAND LUMBER (PSL)SHALL BE WEYERHAUSER PARALLAM PSL (ICC ELSEWHERE. COMPONENT: STANDARD: ESR-1381)GRADE DF 2.0E OR HIGHER REPORT: HARDWARE: 1 12.22.2020 1st Building Submittal Fy= BOLTS ASTM A325 --- 6. DO NOT NOTCH OR DRILL JOISTS OR BEAMS U.N.O. WITHOUT PRIOR APPROVAL OF THE IAPMO-0112 LTP4, A35, A34, 44, 142A, 142.5T, L, RBC 2 STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP FLOOR JOISTS AND OR ASTM A490 WHERE NOTED --- BLOCKING UNDER WALLS THAT RUN PARALLEL TO THE JOISTS. PROVIDE 2" (NOMINAL) ESR-2236 SDS SCREWS 3 NUTS ASTM A563 --- ESR-2330 DHU, PHD, HDQB, HHDQ WASHERS ASTM F436 -_- SOLID BLOCKING BETWEEN JOISTS AT SUPPORTS. E5R-2105 ST, HST, MST, LSTA,MSTA,MSTC,MSTI, CS, CMST, CM5TCI6 4 ANCHOR RODS ASTM F1554,GRADE 36 36 KSI E5R-2549 LU, U, HU, HUG, LUS, MUS, HUS, HHUS, SUR/L, HGUS 5 OR GRADE 55 WHERE NOTED 55 KSI 1. ALL BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A Blt 1/16 INCH LARGER THAN ESR-2613 H, LT-5,MT-5, HT-5, SPH 6 OR GRADE 105 WHERE NOTED 105 KSI THE DIA. OF THE BOLI. BOLTS AND NUTS SEALING ON WOOD SHALL HAVE GUT STEEL ,ESR-1622 ABABA, ABE, ABU WASHERS UNDER HEADS AND NUTS. SPOIL THREADS TO PREVENT LOOSENING. LAG 7 (GRADE 55 AND 105 RODS SHALL BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES BY TURNING WITH A WRENCH. E5R-2604 CC, ECC, CCQ, ECCQ, AC, EAC, LPG, PC, EPG 8 COMPLY WITH WELDABILITY E5R-2553 JB, LB, W, WNP, WNPU, HW, HWU, HUTF SUPPLEMENT 51) ESR-2615 GLTV, HGLTV, HHB,GB, HGB, 141415D, W, WP, WPU, WNP, WNPU, HW, HWU 8. ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON PLANS OR DETAILS SHALL BE WASHERS (AT ANCHOR RODS) ASTM A36 36 KSI SIMPSON STRONG-TIE OR EQUAL U.N.O. HARDWARE BY OTHER MANUFACTURERS MAY BE GLT, HGLT,GLS, HGLS,GLST, HGLST, EG, MEG, LEG,MSG OR ASTM F844 (USS STANDARD) --- SUBSTITUTED PROVIDED THEY ARE OF EQUIVALENT CAPACITY FOR THE INTENDED ESR-2608 SS, HSS, RPS (F844 WASHERS PERMITTED ONLY ESR-2551 LSULSSULSSUI, THS, THAC, THAI, VPA APPLICATION AND HAVE CURRENT ICC APPROVAL. SUCH SUBSTITUTIONS MUST BE , , Sheet Title: FOR 3/4" DIA, RODS AT 1 1/16" MAX. APPROVED BY THE EOR. HARDWARE SHALL BE INSTALLED WITH ALL REQD.SE5R-2552 IU-5, OUT, U, HU, HUS, HUS, HHUS, SUR/L, HSUR/L GENERAL STRUCTURAL DIA. PUNCHED HOLES IN BASE PLATE FASTENERS PER MFR' . SPECS. STRAPS OF HEAVIER GAGE THAN SPECIFIED ON E5R-2555 MASA WHERE NO WELD REQ'D BETWEEN PLANS MAY BE USED w/MIN.FASTENER REQUIREMENTS PER PLAN (e.e. 0516 w/ (2(0)Sd WASHER AND BASE PLATE) IN LIEU OF CS16 w/ (26)6d). NOTES (CONT'D.) 9. ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON PLANS OR DETAILS SHALL BE SIMPSON STRONG-TIE U.N.O. HARDWARE SHALL BE INSTALLED WITH ALL REQ'D. Date: 12.07.2020 FASTENERS PER MFR'S. SPECS. STRAPS OF HEAVIER GAGE THAN SPECIFIED ON PLANS MAY BE USED w/MIN. FASTENER REQUIREMENTS PER PLAN (e.g. C516 w/ (26)Sd IN LIEU Project Number: 202175 OF CSIS w/ (26)Sd). Drawn By: TA/CAD E 0 O U O 00 N 1 N Sheet Number: y O CORIGHT m •E engineers N � U� SOm2 Q N � O C N L N m O :D N