3003 W CASINO RD 2017 BLDG 40-58 Plans 2022-11-09

� PANEL PAINT BOOTH 3 & 4 ONLY: MISCELLANEOUS STEEL: � 1. DESIGN, FABRICATION AND ERECTION OF ALL MISCELLANEOUS STEEL SHALL BE IN � � ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, UNLESS � OTHERWISE NOTED ON THE DRAWINGS. 2. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS, UNLESS NOTED: a. STRUCTURAL STEEL:ASTM A992, 50ksi, MIN (C12 AND LARGER, W8 AND LARGER) � b. HOLLOW STEEL SECTIONS (HSS, aka TUBES):ASTM A500, GRADE B, 46 ksi ° c. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B d. ALL OTHER STEEL: ASTM A36, UNLESS NOTED e. BOLTS: ASTM A325 N f. WELDING: ELECTRODES AWS A5.1 E70xx � 9 0 3. SUBMITTALS: THE FABRICATOR SHALL SUBMIT DESIGN CALCULATIONS FOR STAIR MEMBERS, HANDRAILS, GUARDRAILS AND CONNECTIONS. THESE CALCULATIONS SHALL BE � SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE JURISDICTION WHERE THE � PROJECT IS LOCATED. THEY SHALL BE SUBMITfED AND APPROVED BY CMC CE, PRIOR TO THE SUBMITTAL OF ANY AFFECTED SHOP DRAWINGS. ; 4. STEEL STAIRS: DESIGN, FABRICATE AND INSTALL STEEL STAIRS TO WITHSTAND THE ' FOLLOWING STRUCTURAL LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN WORKING STRESS OF THE MATERIALS INVOLVED, INCLUDING ANCHORS AND CONNECTIONS. APPLY EACH LOAD TO PRODUCE THE MAXIMUM STRESS IN EACH COMPONENT OF STEEL 5TAIRS. a. TREADS OF STEEL STAIRS: CAPABLE OF WITHSTANDING A UNIFORM LOAD OF 100 Ibf PER � SQ. FT. OR A CONCENTRATED LOAD OF 3Q0 Ibf ON AN AREA OF 4SQ INCHES LOCATED IN THE CENTER OF THE TREAD, WHICHEVER PRODUCES THE GREATER STRESS. b. PLATFORMS OF STEEL STAIRS: CAPABLE OF WITHSTANDING A UNIFORM LOAD OF 100 Ibf PER SQ. FT. c. STEEL FRAMING: CAPABLE OF WITHSTANDING STRESSES RESULTING FROM LOADS SPECIFIED ABOVE AS WELL AS STRESSES RESULTWG FROM RAILING SYSTEM LOADS. � . 5. HANDRAILS AND RAILING SYSTEM: D�SIGN, FABRICATE AND INSTALL HANDRAILS AND RAILIN� SYSTEMS TO WITHSTAND THE FOLLOWING STRUCTURAL LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN WORKING STRESS OF THE MATERIALS tNVOLVED, INCLUDING ANCHORS AND CONNECTIONS. APPLY EACH LOAD TO PRODUCE THE MAXIMUM . STRESS IN EACH OF THE RESPECTIVE COMPONENTS OF EACH METAL FABRICATION. a. TOP RAIL OF GUARDRAIL SYSTEMS: CONCENTRATED LOAD OF 200 Ibf APPLIED AT ANY POINT AND IN ANY DIRECTION. UNIFORM LOAD OF 50 Ibf PER LINEAR FOOT APPLIED IN ANY DIRECTION ON THE TOP RAIL. CONCENTRATED AND UNIFORM LOADS ABOVE NEED NOT BE ASSUMED TO ACT SIMULTANEOUSLY. b. HANDRAILS NOT SERVING AS TOP RAILS: CONCENTRATED LOAD OF 200 Ibf APPLIED AT ANY POINT AND IN ANY DIRECTION. UNIFORM LOAD OF 50 Ibf PER LINEAR FOOT APPLIED IN ANY DIRECTION. CONCENTRATED AND UNIFORM LOADS ABOVE NEED NOT BE ASSUMED TO ACT SIMULTANEOUSLY. c. INF{LL AREA OF GUARDRAIL SYSTEMS: CAPABLE OF WITHSTANDING A HORIZONTAL CONCENTRATED LOAD OF 50 Ibf TO ONE SQ. FT.AT ANY POINT IN THE SYSTEM INCLUDING � PANELS, INTERMEDIATE RAILS, BALUSTERS OR OTHER ELEMENTS COMPOSING THE INFILL AREA. 6. GALVANIZING REPAIR PAINT: HIGH ZINC DUST CONTENT PAINT FOR RE-GALVANIZING WELDS IN GALVANIZED STEEL, WITH DRY FILM CONTAINING NOT LESS THAN 94%ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD P21035 OR SSPC PAINT 20. ADHESIVE ANCHORS: 1. FOR POST-INSTALLED ADHESIVE ANCHORS INTO CONCRETE, PRODUCTS SHALL HAVE , BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.4 AND ICC-ES AC308. PRE-APPROVED ADHESIVES INCLUDE: A. SIMPSON STRONG-TIE "SET XP" (ICC-ES ESR-2508) B. HILTI HIT-RE 500SD (ICC-ES ESR-2322) 2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS DEMONSTRATWG THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING PERFORMANCE VALUES OF THE PRE-APPROVED PRODUCTS. . 3. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR PRODUCT INSTALLATION TRAINING. 4. MINIMUM EMBEDMENT FOR ADHESIVE ANCHORS SHALL BE AS FOLLOWS, UNO: 1/2" DIA=41/2" 3/4" DIA= 63/4" 5/8" DIA= 55/8" 1" DIA= 9° MECHANICAL ANCHORS: . 1, FOR POST-INSTALLED MECHANICAL ANCHORS INTO CONCRETE, PRODUCTS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.2 AND ICC- I� ES AC193. PRE-APPROVED ANCHORS INCLUDE: i A. SIMPSON STRONG-TIE "STRONG-BOLT 2° (ICGES ESR-3037) B. HILTI KWIK-BOLT TZ(ICC-ES ESR-1917) 2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS � DEMONSTRATING THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING PERFORMANCE VALUES OF THE PRE-APPROVED PRODUCTS. 3. MECHANICAL ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S � WSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR PRODUCT INSTALLATION TRAINING. Qp,UL Bq�q ��p��F WASy�yyv . � DEBRIS MITIGATI N. °a'" `�� c��`� 0 � www.brph.com Copyright o 2017 ��Gl �r 184��- 1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR DEBRIS MITIGATION AND CLEAN-UP REQUIREMENTS FOR ALL CONSTRUCTION ACTIVITIES AFFECTING AREAS WITHIN THE Architects, Engineers�at Cons tr�uctors Fss��A L ��G�� . EXISTING OPERATIONAL BUILDING. 19020 33rd Ave W,Suite 530 A L Ce�ificate of AuthorizaGon Lynnwood,Washington,98036 Architecture No.603235512 Dovid P. Balowa der 425-921-3500 Engineering No.3137 WA PE 28184� SYM REVfSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE aF WASH, ACCEPTABILITY c�P o8 os » PHASE II - GENERAL NOTES / / 0 ISSUE FOR CONSTRUCTION CLP AHM 08�08�17 ,�P�`` N�ro THIS DESIGN AND/OR CHE K D W2548317 O 08 08 17 � � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET BOE�� BRPHARCHITECTS DPB OS 08 17 TITLE BOEING 777X CWC BUILDING 2 h ENGINEERS INC. APPROVED BY DEPT. DATE � N0.3137 CHECKED 9 � � � BUILDING 40-058 � P� o APPROVED JOB N0. COMP N0. P g /c�TF OF AU1N��\v APPROVED STRUCTURAL MASTER EVERETT, Wq DWG N0. t}O—O'rJH—S2I1 .