Laserfiche WebLink
D .1 .2 D. .5 .7 .8 E ".2 E.5 ,7 �F .03 .11 .2 F.5 .58 .7 G G.0 G. 8 H <br />2 G.4 G. G"7 G. <br />20'-0" 1V-3" 31'-3" 23'-9" 25'-0" 31'-3" 31'-3" 31'-3" 31'-3" 3'-3" 101-6" 1T-6" 31'-T 10'-4" 20'-11" 31'-3" 14'-2" 1T-1" 29'-9" 1' " 31'-3" 1T-3" <br />7'-6" 6-3" <br />I <br />3'-11I2" e 436'-3" <br />21'-9" 21' 9" 21 21' 9" 21'-9" 21'-9" 21'-9" 6'-6" 21'-9" 21'-9" 21' " 21'-9" 21'-9" 21'-9" 21'-9" 21' 9" 21' 9" 6'-0" 21' 9" 21' 9"1' " 5' " <br />PGB COLUMN N <br />(TYP) O <br />.30 - _v <br />t <br />I <br />. [ 00 <br />I - <br />Cj3I <br />I `T _ S fncn <br />- <br />_- <br />rvi 3 r <br />72 5112 11 <br />TIFOUNDATION TYP <br />NORTH PGB FOUNDATION <br />G.25 ELEV =100 p <br />- ---- - - - _ <br />I i � Im 12'-21/2" � =8" 5' S588�11 S588-02 I I I <br />_ v v<� v <br />1}I <br />1. a2O g -� <br />_. <br />i T <br />I i I1 Mxl <br />F£ f \; <br />A� <br />j j{( <br />31 M i <br />G15 <br />Imo. ` ` t { v jj - <br />ii \� ^ <br />" <br />`� I i I I`\� v � i,�' � f �'`�,�' `�I A���\'�, <br />I {( \ �� \ I I I I I <br />n <br />�x <br />I <br />" <br />3 STUB UP LOCATIONS 37 -0 <br />TYP AT SOUTH END 1 O <br />S588-01 588-02 <br />€ <br />, <br />_ 1 I - GioI,.` `�v _ <br />-- \ � TYP ANCHORAGE <br />y ,� y �\ " v <br />\� , REINFORCEMENT <br />v PL 1 1/4 REMOVABLE <br />..._. <br />\� �'``.A wx, A<� y� v�xv� �'�^wv`� <br />v \ \ <br />` TIFOUNDATION SOUTH PGB FOUNDATION 5588-01[��)W-02 STEEL COVER PLATE_ <br />���w ELEV=100' <br />(TYP) <br />r , <br />i e <br />y <br />i <br />v I I <br />E <br />.06 <br />O c0 <br />t <br />o U. <br />Cn <br />171 <br />_�__ <br />_ _ <br />I€ <br />3 }} <br />QCP <br />4 PGB COLUMN GANTRY MAIN <br />3/4" (GR. 50) REMOVABLE <br />I " " TYP CABINET I 'PLATE AT RIBBON TRENCH 21'-11/2" <br />3 11/2 (TYP) I i I <br />UTILITY TRENCH <br />27-0" 1'-10112" <br />( <br />o <br />0 <br />_.,.... _ _ - <br />1 - <br />af <br />II <br />WOMEN RR <br />LEGEND PGB STRINGER BLADE - COMPOSITE PLAN <br />POUR LIMITS SCALE: 1/16" = V-0" ' `� <br />CSJ CONSTRUCTION JOINT, SEE SECTION CIS588-02. <br />LOCATE JOINTS PER SHEET 1S60 <br />EXTENT OF FOUNDATION <br />EXTENT OF SLAB <br />EXTENT OF STEEL PLATE <br />GENERAL NOTES CONSTRUCTION NOTES <br />PGB FOUNDATION DESIGN LOADS PROVIDED BY COFFMAN. SEE LOADING 1. CONTRACTOR TO PROVIDE ENGINEER LOW SHRINK CONCRETE MIX A A <br />CONDITION SCHEDULE ON THIS SHEET. DESIGN FOR APPROVAL. 10 11 12 13 14 <br />2. CONCRETE FOR MASS PLACEMENT: 2. CONTRACTOR TO USE TWO ANCHOR BOLT TEMPLATES AT EACH BASE e B <br />A) ANY CONCRETE PLACED IN LIFTS GREATER THAN OR EQUAL TO 3 FEET SHALL PLATE. <br />FOOTING LOADS 15 16 17 18 19 <br />BE CONSIDERED MASS CONCRETE. <br />B) MASS CONCRETE SHALL BE PLACED, TEMPERATURE CONTROLLED AND 3. CONTRACTOR SHALL PROVIDE FORM SAVER REINFORCEMENT c <br />CURED IN ACCORDANCE WITH ACI 207 - GUIDE TO MASS CONCRETE. COUPLERS BETWEEN CONCRETE FOUNDATION POURS. AXIAL SHEARX SHEARZ MX MZ Y 2D 21 22 23 24 <br />C) CEMENT FOR MASS CONCRETE SHALL BE TYPE II, MH. <br />D) CONCRETE MIX SHALL INCLUDE ASTM C618 TYPE F FLY ASH. MAXIMUM FLY DEAD 67.OK 0K-Fr 39.5K-" o 0 <br />ASH CONTENT SHALL BE LIMITED TO 25% OF TOTAL CEMENTITIOUS 4. CONTRACTOR TO FIELD DETERMINE PLATE PENETRATIONS. Z <br />K K K K-FT KfT 25 26 27 28 29 <br />MATERIALS, BY WEIGHT. EQ 11.8 26.7 10.6 148.8 400.0 <br />E) MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 1112 INCHES. 5• SEE SPECIFICATION FOR FLOOR FLATNESS REQUIREMENTS AT <br />LOCATIONS WITH AGV TRAVEL. X E E <br />F) CONCRETE TEMPERATURE AT THE TIME OF PLACEMENT: 50 TO 70 DEGREES F. 1. EQ LOADS ARE STRENGTH LEVEL AND DO NOT INCLUDE OVER STRENGTH FACTOR 0. ISOMETRIC 30 31 32 33 34 <br />G) PROVIDE PLACING PROCEDURES DESCRIBING METHODS FOR MAINTAINING 2. PER ASCE 7-10 SECTION 12.5.3a, DESIGN FOR 100% OF THE FORCE IN ONE DIRECTION PLUS 30% OF F <br />TEMPERATURE REQUIREMENTS SUBJECT TO REVIEW AND APPROVAL BY THE 6. CONCRETE SHALL HAVE HARD TROWELED FINISH PER F <br />SPECIFICATIONS. .THE LOAD IN THE PERPENDICULAR DIRECTION.IfI1111, I <br />ENGINEER PRIOR TO PLACING CONCRETE. 3. SEISMIC LOADS IN EITHER DIRECTION. 35 36 37 38 39 <br />H) CURING SHALL BE BY APPROVED WET PROCESS ONLY. CURE UNTIL SURFACE 7. BOEING TO PROVIDE ENGINEER A TRENCH COVER PLATE c <br />TEMPERATURE IS WITHIN 20 DEGREES F OF AMBIENT TEMPERATURE, AND PENETRATION PLAN. ENGINEER WILL PROVIDE FINAL PENETRATION c <br />CORE TEMPERATURE AT MID -DEPTH OF SECTION IS WITHIN 30 DEGREES F OF FRAMING AND REINFORCEMENT BASED ON THIS INFORMATION. 40 41 42 43 44 <br />AMBIENT TEMPERATURE. a �, H H <br />3. REMOVABLE PLATE LIFTING HOLE, SEE DETAILS 4/S448. 9. COVER PLATES SHALL BE CUT TO A MAXIMUM WIDTH OF 4'-0", <br />VHE V�� ` R �" "��"�` R )AA 1 , 45 46 47 48 49 <br />4. PENETRATIONS GREATER THAN 6"x6" REQUIRE ADDITIONAL FRAMING, SEE DETAIL <br />10 CONTRACTOR TO VERIFY EXTENT OF EXISTING SLAB DEMO, <br />5IS509-01 FOR PLATE EDGE STIFFINER, 50 51 52 53 54 <br />ISSUED FOR K K <br />5 GROUNDING.SEE CONSTRUCTION <br />FOR PGB COLUMN, TRENCH PLATE, AND REINFORCEMENT CONSTRUCTION 55 56 57 58 59 <br />L L <br />6. MAXIMUM POUR LENGTH =75FT. FOUNDATION - 02.13.20 <br />60 61 62 63 64 <br />Our difference <br />7. PROVIDE 6000PSI CONCRETE AT GANTRY FOUNDATION TYPICAL. is engineered. .3 .7 .7 .� <br />www.harrisgroup.com 0 8' 16' 32' 48' <br />I C L SCALE: 1/16" = V-0" <br />PROJECT N0: 0012630.09 <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />�g0 M, jy ACCEPTABILITY CHECKED <br />01.03.20 PGB STRINGER BLADE - COMPOSITE PLAN A 02,13.20 <br />A PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 �� of WAShl "� THIS DESIGN AND/OR CHECKED W6164105 <br />SPECIFICATION IS APPROVED R. PINLAC 02.13.20 SHEET <br />® NENGINEER r� APPROVED BY DEPT. DATE A. BEHROOZI 02.13.20 TITLE PGB STRINGER BLADE <br />r_ CHECKED S588-01 <br />' � � A. WARNER 02.13.20 <br />O �, 53436 .4 APPROVED BUILDING 40-058 JOB N0. COMP N0. <br />�' �'GISTEg�' 1l�' R. PLUCINSKI 02.13.20 W6164105 0 <br />IL AL �� R. THIRTYACRE 02.13.20 STRUCTURAL MASTER COL. 0.10-1.351D.25-H EVERETT, WA APPROVED DWG No. 40-058-OOS10 <br />13l2020 <br />