10611 EVERGREEN WAY 2017 KLEIN HONDA Plans 2022-10-27

APPLICATION LT. GAUGE STEEL - 20 GA. (33 MIL5) MIN. - TO CONCRETE (2000 P51 MIN.) LT. GAUGE STEEL o 43 4 33 MILS (0 4 20 GA.) TO 5TRU6T. STEEL (3/16" MIN. TO II/16" MAX) LT. GAUGE STEEL - qi, 65 4 54 MILS (12, 14 4 1(5 GA.) - TO 5TRUGT. 5TEEL (5/16" MIN. TO 11/16" MAX) LT. GAUGE STEEL - ALL GA. ® TO STRUCT. STEEL (3/4" AND GREATER) LT. C?AU6E STEEL - 20 CAA. (33 MIL5) MIN. ® TO GROUTED CMU CONTINUED FASTENER ALLOWABLE SHEAR ALLOWABLE TENSION TYPE CAPACITY (L65) CAPACITY (LB5) X-U 21 P�5 515 X-U M Pa TH X-U 32 Pb 515 cm G 120 la rM im W. IN MR 21. EPDXY -GROUTED ITEMS (THREADED ROD5 OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED ALLED U51NG "MIT©HY 200" AS MANUFACTURED BY NILTI CORP. INSTALL IN STRICT AC(Ar,( ORDANrE WITH 1.6.6. REPORT NO, E5R®3181, INCLUDING STANDARD EMBEDMENT REQUIREMENTS, U.O.N. PROPOSED SUBSTITUTIONS SHALL BE 5USMITTED FOR REVIEW WITH I.O.G. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE A5TM A56 UNLESS OTHERWISE NOTED. 2b. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO GROUT FILLED GMiU 5HALL BE INSTALLED USING "NIT HY 10" AS MANUFACTURED BY NILTI CORP. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R®2652, INCLUDING STANDARD EMBEDMENT REQUIREMENTS, U.O.N. PROPOSED 5UE35TITUTION5 SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. R005 SHALL 13E A5TM A56 UNLESS OTf F-RN15E NOTED. IN ADDITION, PROVIDE (2) #5 VERT. AT EACH 51DE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALL5 AND (2) #4 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS, ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. 1F 2'-0" 15 UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. UNLESS NOTED OTHERWISE, LAP ALL REINFORCING STEEL IN GMU 45 BAR DIAMETERS, 2'-O" MINIMUM. ALL CELLS ARE TO BE SOLID GROUTED. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING AND SHALL BE HELD AT TOP, BOTTOM AND Iq2 BAR DIAMETERS (MAX.) O.G. PER ACI 530.1, GROUT POUR5 SHALL NOT EXCEED 5-4" IN HEIGHT UNLESS A TEST PANEL 15 CONSTRUCTED BY THE MA50N AND APPROVED BY THE STRUCTURAL ENGINEER, PROVIDE CLEANOUT HOLE5 AT BOTTOM OF ALL CELL5 GONTAININCI REINFORCEMENT FOR ALL GROUT POURS OVER 5-4" IN HEIGHT. PROVIDE 1 1/2 IN. GROUT KEYS BETWEEN EACH POUR. RAL STRUCO TURAL NOTE5 x - E (The, Wlov4ing apply unle5s show f on e plans) OTHER5UB5TITUTION OF MEMBER 51ZE5 OR STEEL GRADE 5HALL NOT BE ALLONED NITHOUT MOR APPROVAL Oii, THE ENGINEER. STEEL BEAMS ARE EQUALLY SPACE!) BETNEEN DIMEN51ONED POINTS. ALL 5TEEL ANCHOR5 AND TIF-5 AND OTHER MEMBER5 EMBEDDED IN 601\16RETE OR MA50NRY SHALL BE LEFT UNPAINTED. ALL 5TEEL TO BE FIREPROOFED 5HALL BE LEFT UNPAINTED. ALL SHALL HAVEit APPROVED 5HOP PAINT. 36. OPEN INES STEEL JOISTS (INCLUDING BRIDGING) SHALL CONFORM TO I6C SECTION 2201 AND THE 5PECIFICATION5 OF THE STEEL JOIST INSTITUTE (5J1), LATEST EDITION, FOR THE JOIST 5ERIE5 DE516NATED ON THE PLANS AND THE LOADING BELOW: DISTRIBUTED LOADS ON TOP CHORD: LIVE (SNOW) LOAD 25 P5F DEAD LOAD 20 P5F TOTAL LOAD 45 P5F 31. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 31 JOIST MANUFACTURER'S NOTE: THE JOIST CONFIGURA T ION5, INCLUDING SPACING, DEPTH AND MEMBER OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SIZES SHOWN ON THE DRAWINGS, INDICATE THE DESIRED J015T CONFIGURATIONS AND ARE TO BE COMPLIED SPECIFIGATIONS. SUCH REVIEW PROCEDURES WILL BE CONDUGTED IN ACCORDANCE WITH COMMONLY TYPE OF MEMBER A5TM SPECIFICATION Fy WITH WHEREVER POSSIBLE. IF A JOIST MANUFACTURER 15 UNABLE TO MEET THE LOAD REQUIREMENTS ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDER5TAND5 THAT SUCH PROCEDURES SPECIFIED WITH THE TRU55 CONFIGURATION INDICATED, THE MANUFACTURER 15 TO SUBMIT WRITTEN NOTICE TO INDICATE ACTUAL CONDITIONS ONLY MERE THE REVIEW IS PERFORMED AND THAT THE RESULTS WILL BE A. WIDE FLANGE SHAPES Agg2 50 K51 THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID, INFERRED TO EXI5T IN OTHER AREAS NOT REVIENED. B. ALL OTHER SHAPES A36 36 K51 SECTIONS 110 AND 1104. C. PLATE A36 OR A512 36 K51 (MIN.) IF A DIFFERENT SYSTEM 15 PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR D. PIPE SECTIONS A53 (TYPE E OR 5, GRADE A) 35 K51 DETAILS, SIJCH S-°STEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND THE BUILDING OFFICIAL AL50 RECOGNIZES THAT STRUCTURAL REVIEW 15 A TECHNIQUE EMPLOYED TO E. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 K51 STRUCTURAL ENGINEER. MINIMIZE THE R15K OF PROBLEMS ARISING DURING CONSTRUCTION, STRUCTURAL OBSERVATION BY THE F. ANCHOR BOLTS F1554 (GRADE 56) OR 36 K51 DESIGN PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE, IN ALL CA5E5, THE (EMBEDDED IN MASONRY OR CONCRETE) F1554 (GRADE 55, 5UPP. 51) 55 K51 IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND J015T MANUFACTURER TO VERIFY THE WEIGHT AND CONTRACTOR SHALL RETAIN RE5PON515ILITY FOR THE QUALITY OF WORK AND FOR ADHERENCE TO THE LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE APPROVED PLANS AND SPECIFICATIONS. G. CONNECTION BOLTS A325-N JOIST MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. (1ia" ROUND,. UNLESS SHOWN OTHEISE) H. THREADED R005 A36 36 K51 JOIST SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A PROFESSIONAL CITY OF EVERETT I. STAINLESS STEEL A151 316L 30 K51 ENGINEER LICENSED IN THE STATE OF WASHINGTON. REVIEWED FOR PERMIT E �a �cqC-f) CO LO �LO00 C�v�cq 1611 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 2069573900 FAX 206.957.390 www.quantumce.com co z F- 0 0 0 v-W Drawing: Si'l Job Number.