|
• TS 11 K 4-x 2/4 ;` �__._� I
<br /> i, . . .,a SYN. REV�SIoNS B REINFORCING STEEL:
<br /> --� ALL REINFORCING 51'N�].OF#5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED BARS, AND#3 AND#4
<br /> G BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM SPECIFICATION A-615: UNLESS NOTED
<br /> ��4 C�L-� I WA.aTF��F LIQUOR ' OTHERWISE ON THE DRAWINGS. WELDED WIRE FABRIC SHALL CONFIT TO ASTM SPECIFICATION A-185
<br /> C4NTRot�$
<br /> 1�. AND SHALL BE 6 X 6 - W1.4 X W1.4 U.N.O. ON THE PLANS. LAP ONE FULL MESH AT SPLICES.
<br /> /3,, PETOSPI aw. REINFORCING bmSL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED IRON WIRE.
<br /> -w---___ _.__ ___. VER�TC' BLOC,. APPROVED WIRE OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECIFIED BY��THE CRS/
<br /> ('-' E MANUAL OF STANDARD PRACTICE MSP-1-86. LAP ALL SPLICES 32 BAR DIAMETERS OR l'6" MINIMUM
<br /> ' 3
<br /> i• • 'O Ir P T. `�' UNLESS OTHERWISE SHOWN. PROVIDE ELBCW BARS (3 2 D I A.) TO LAP HORIZONTAL S t rte, AT CORNERS
<br /> t I I 1 I • AND INTERSECTIONS IN FOOTINGS, WALLS, AND BEAMS. PROVIDE 2-#5 ALL SIDES AND 1-#5 X 4' 0"
<br /> I 1 ---1'_-vs DIAGONALLY AT CORNERS OF ALL OPENINGS 1'6" OR MORE IN ANY DIRECTION. EXTEND 2' 0" PAST
<br /> I I I I I OPENING OR MOOR. DCWEL NEW WALLS TO EXISTING WALLS AT 16" INTERVALS WITH 5/8" x 1'-6"
<br /> I SiMi"'S��v '--a 7 LONG PLAIN DCWELS DRILLED 6" INTO EXISTING OOIICRETE.
<br /> I 3 +I I
<br /> • TS 12X 4X3/$�-�� ! f �i�V ! r ! T`3$K 4"lz CONCRETE oOVFR FOR REINFORCING 5T H MT. (U.N.O. ON PLANS):
<br /> 1,----- ! -
<br /> ~31 1 $u i USE PROTECTION
<br /> II 1 E 1 ______L"--,\--;
<br /> ESLAB AND WALL BARS:
<br /> I -/t,
<br /> INTERIOR FACES 3/4" •
<br /> I ! i EXPOSED TO WEATHER OR EARTH 2" (#6 AND LARGER)OR
<br /> I I I I s d x i 4 / 1-1/2" (#5 AND SMALLER)
<br /> E
<br /> I /B 1 Y"f
<br /> I0 0 , I ! I (4) '-✓rf''1r IHRJIIAPcJ'Rnr7.S FOOTING BARS 3"
<br /> 3 lro I��V I ! c H It I Y4 x 4 d�- ISI g ICN o ,
<br /> EXIST FLR BEAM I - STRUCTURAL 5 t:
<br /> Nil
<br /> G '1X I°1V1. + ! I I+' r. -N St.i'I-IK-�.IzVER__E JC1 C,IZour STRUCTURAL STEEL SHALL BE ASTM A-36, Fy= 36,000 PSI EXCEPT PIPE SHAPES SHALL BE ASTM A-53,
<br /> " :1 - 1 I GRADE B, TYPE E OR S, Fy= 35,000 PSI AND TUBE SHAPES SHALL BE AS'IM A500 GRADE B, Fy=
<br /> ' , Ifc,*1b CpI.I[-. pLI j'i'It �// 46,000 PSI. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST
<br /> I. V : iti;) T 4 lt &TSEES c_: /i1�+'. EDITION OF THE "A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF
<br /> IISTRUCTURAL
<br /> .� ., � .19
<br /> f �I 1�1!' �!1�-(1", �r5 i•r�.L FOR BUILDINGS ALL BOLTS SHALL CONFORM TO THE LATEST AS'I�!SPECIFICATION
<br /> I N� 11 ✓r,rC1 I�.tZ PLAN A307, BOLTS 3/4-INCH DIAMETER UNLESS NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO THE
<br /> C LATEST EDITION OF THE A.W.S. D1.1 STRUCTURAL WELDING CODE". ALL WELDS SHALL BE 3/16"
<br /> I ,,,_____----- F I F� 10 STD 11 I iy $ MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN ELECTRODES
<br /> 1 ..% 1 FOR MANUAL SHIELDED METAL-ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES.
<br /> -. WELDED JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION.
<br /> t!i (-
<br /> 4. ----/. ---� +- SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REV I E3d PRIOR TO FABR I CAT I OM. ALL
<br /> . WELDING SHALL BE PERFORMEDBY W.A.B.O. CERTIFIED WELDERS. ALL STRUCTURALS';' ,'L AFTER
<br /> 73\ \ 1 . .
<br /> FABRICATION SHALL RECEIVE (1) SHOP COAT OF LEAD BASED PRIMER AND (1) FINISH COAT AFTER
<br /> ERECTION. COLOR AND PAINT IN ACCORDANCE WITH(M ERS INSTRUCTIONS.
<br /> 1/16 RISC FAME CONN .
<br /> � 10 T5 COLUMN AT END OF GLu, LAM
<br /> ---- I/4"----P-0" r • MET PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL
<br /> ENGINEER IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TRUSS PLATE INSTITUTE AND THE
<br /> U.B.C. METAL PLATES SHALL BE ICED APPROVED VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES
<br /> - SHALL BE PLANT FABRICATED BY A MANUFACTURER IN COJMPLIANCE WITH UBC STANDARD 25-17, PART
<br /> FLOOR TIES/HOLDOWNS VI. THE MANUFACTURER SHALL SUBMIT SEALED SHOP DRAWINGS, INCLUDING ERECTION PLANS, TO THE
<br /> STUD HOLDOWN BUILDING DEPARTMENT AND ARCHITECT FOR APPROVAL. THE TRUSSES SHALL BE MANUFACTURED IN A
<br /> 7AT _MARK STRAP NAILING HOLDOWN'ANCHORAGE ANCHOR BOLTS PLANT THE ARCHITECT'APPROVES, UNDER THE REQUIREMENTS OF SECTION 306(g). EACH TRUSS SHALL
<br /> I TS!Z X 4 X /8
<br /> T1 SIMPSON (30)10d NAILS 5/8"THREADED ROD BER TETE QUALITY CON'T'ROL STAMP (SE7CTION 2510{f)} e�.S WELL AS M-AMJFACTUR TNG PLANTS' ,
<br /> IMTT22 TO 2x or 4x EMBED 5".ADHERE NAME/ADDRESS DESIGNLOAD AND MAXIN4J 4 SPACING. UBC STANDARD 25 17 (25.1742). TETE
<br /> _ W/SIMPSON ET22 , MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION AND
<br /> FOR IDENTIFICATION OF ALL TRUSS MEMBERS REQUIRING BRACING FOR REDUCTION OF BUCKLING
<br /> aaSE 1T_ /4x 1'ie x13
<br /> LENGTH. THE TRUSS ERECTION CONTRAC rOR IS RESPONSIBLE FOR/INSTALLATION OF SAID BRACING AND
<br /> FOR ALL TEMPORARY BRACING REQUIRED DURING THE INSTALLATION PROMS. U.N.O. ON THE PLANS,
<br /> •
<br /> ' 1 EACH TRUSS/BEARING CONNECTION TO BE 2-16D TOE NAILED PLUS ONE H4 SEISMIC TIE AT EVERY
<br /> SHEARWALL SCHEDULE-STUD FRAMING OTHER CONNECTION. PROVIDE FULL DEETlH SOLID BLACKING BETWEEN EACH TRUSS AT EACH OUTER
<br /> I ! SIDE FE I/4X5xl'2.e 14/
<br /> SHEAR FLOW NAILING BEARING. s
<br /> 3/!to V 13 f 4)3/4 q 4'MB _NAILING BASE TOE NAIL SILL PLATE
<br /> MARK SHEATHING EDGES FIELD PLATE _ RIM JOIST ANCHORS' _I I TIMBER'
<br /> 73/8"CDX 5/8"KWIK BOLT fly
<br /> 5W1 PLY(BLK) Bd t3" 8d 12" 16d©3" 24"EMB 2 314" BEAMS (4) AND O;REETER) DF-L#1 OR BErr at
<br /> 518"GWB POSTS DF-L#1 OR BEPTFR
<br /> STUDS HE 12/611.1D
<br /> •
<br /> 1 SW2 INT,FACE 6d ES 4" 6d 4" 16d 18" ALL OTHER LUMEN HF #2 OR BETTER
<br /> BLK.
<br /> q P ALL 2)L.TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO 'EWA GRADING RULES FOR WESTERN
<br /> .�-.-
<br /> ��-Ex I`�T (. cl X I'i 4/2_. LUMBER, LATEST EDITION". BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL HE WITH
<br /> STANDARD CTT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
<br /> MISCELLANEOUS HANGERS TO BE AS MAMJFACIURED BY SIMPSON STRONG-TIE COMPANY, INC. CR
<br /> sc.:- " GENERALNOTESAPPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE
<br /> I • CQDg1 NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8" DIAMETER @
<br /> rf1
<br /> E_ SIDE a I/4X 6 h 13 14/ ALL CCNSTRUC'1'ION SHALL ooNENoRN4 �1
<br /> WITH THE UNIFORM BUILDING CODE (UBC) 1991 EDITION. 48"O.C. (UNLESS NOTED OTtISE) WITH MIN, EMBEDMENT PER U.B.C. CODE. ALL NAILS SHALL
<br /> t4 3/ h M u BE COMMON WIRE NAILS. SPIKE ALL LAMINATED MEMBERS TOGETHER WITH 10d NAILS @ 12" o.c.
<br /> q
<br /> . K DESIGN LIVE LOADS: STAGGERED. SPLICE LAMINATIONS AT SUPPORTS ONLY.
<br /> ROOF 25 PSF (SNOW)
<br /> FLOORS 100 PSF DEIRING WALL FRAMING:
<br /> EXIT STAIRS 100 PSF ALL DOOR AND WINDCd HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DF-L#2 WITH ONE
<br /> I ` CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4'-0"OR LESS AND TWO CRIPPLES AND ONE STUD FOR
<br /> I ( T D i� /4x II x 1
<br /> BASIC WIND SPEED 80 MPH {E:XPO tE B) OPENINGS MORE THAN 4-0 WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE'TM (2)
<br /> SEISMIC ZONE 3 ��
<br /> I
<br /> ISTUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d @ 16" O.C. STAGGERED. PROVIDE TNO
<br /> INSPECTIONS: LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE
<br /> 1 NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARNENP FOR BUILDING DEPARTMENT OR MASONRY. STAGGER SPLICES AT TOP PLATES A MIN. OF 48"TYPICAL AND NAIL PER TABLE 25-Q
<br /> ��� FIFE ID 5TD , _____1\,____
<br /> INSPECTIONS AS REQU I REED BY LOCAL ORDINANCE. OF THE U.B.C.
<br /> r--- • PQJNDATIQNS: GLUED LAMI .HID : .
<br /> t:›EssssiEXTEND FOOTINGS TO UNDI•ST EENEDD SOIL OF 2000 PSF SOIL BEARIN1G CIPACITY (ASSURED). BO TESH GLUED LAMINATED WOOD BEAMS, DOUGLAS FIR, KILN-DRIED, STRESS GRADE COMBINATION 24F-V4 (Els
<br /> NES) C- TEEL EVAP`i OFEx'1'[OiIOR FOOTINGS SHALL BE 1'6"MIN. BELOW OTSIDE FINISHED GRADE. = 2,400 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL
<br /> I P E 'er �r?- i BE CASEIN WITH MOLD INHIBITOR. BOTI'Gl LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2 "
<br /> 73I COMPACTED FILL: DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. FABRICATOR SHALL EDTR4IT 3 SETS OF
<br /> FRP\ME - BEAM CONN i SOIL USED FOR COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY WELL GRADED GRANULAR SOIL DETAILS AND SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
<br /> A I V7." =I`-�'I 3/lis I FREE OF BE PROPERLY ORGANIC
<br /> MA R I COMPACAL AND TED.I S. FILL USED FILL SHOULD BE PLANDAT IN MAXIMUM 8 TO 10AND MOOR SLAB SI[ LOPORT OSE PREFABRICATED FLOOR JOI S>'S:
<br /> -IN �E W. 1/ x R/C k•1 JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUS JOIST MACMILLAN.
<br /> LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY BRIDGING, BLOCKING AND WEB STIFFENERS SHALL BE PROVIDED AS RECOMMENDED BY MANUFACTURER OR
<br /> . r"---1,‹ -� FIFE. I D STD EXIST P��T 1 ASTM D-1557 TEST PROCEDURES WITHIN THE BUILDING AREA. AS NOTED ON THE STRUCIURAL DRAWINGS AND NOTES,
<br /> WHICHEVER IS MORE STRINGENT. FABRICATOR
<br /> PRIOR
<br /> CONN -�� x I SIDE FL' I/4x,01�C I.-..)
<br /> SHOP DRAWINGS: TO FABRICATION, INCLUDE [rOCATICN OFALSHALL SUBMIT SHOP DRAWINGS TO THE L WEB AND PENETRATIONIS PROVIDED BYBUILDING DEPARTMENT RhW REVIEW
<br /> (CUT TO FIT WI SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE
<br /> SUBMITTED TO 'THE ARCHITECT AND STRUCTURAL ADDITIONAL PENETRATIONS SHALL BE APPROVED BY MANUFACTURER. FABRICATOR SHALL VERIFY ALL
<br /> l I. i ((""pI L I T ENGINEER FOR REVIEW PRIOR TO FABRICATICINN. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR JOIST LENGTHS PRIOR TO FABRICATION. FOR JOISTS SPANNING PARALLEL TO PARTITIONS USE A
<br /> i L IC I FY) COPIES OF ANY PORTIONS OFTHE STRl1C'TIJRAL DR14W I NGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS M I N I MCIM OF ONE DIRECTLY BIIAW EACH PARTITION AND A MINIMUM OF TWO IF THE PARTITION IS HALF
<br /> -4-2---4--E NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. OR MORE OF THE JOIST SPAN.
<br /> PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PFR MANUFACTURERS RECOMMENDATIONS.
<br /> '` K 1) REINFORCING STEEL
<br /> 2) 5TRUCIURAL STEEL ITEMS
<br /> CASE 1�I I 1 B X 18 11~1/ ¢ 3) CLU-LAM/NATER MEMBERS FLOOR AND ROOF DIAPHRAGM:
<br /> UR 11/4-" XIS 4.�W/ lir APPLY 3/4"TMG STURD-I-FLOOR (24 0.0.) SLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d
<br /> 4) PREFABRICATED PLYWOOD WEN JOISTS COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND lOd COMMON WIRE NAILS @ 10" O.C.
<br /> t 11 LEG, I4%Zx I 1�'L GA AT IN'T'ERIOR SUPPORTS. APPLY 15/32" CDX PLYWOOD (32/16) ON ROOF NAILED TO STIFFENERS OR
<br /> THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF. RAFTERS WITH 9d(TEA/ON WIRE NAILS @ 6" O.C. AT SUPPORTED EDGES AND Bd (35+1ON WIRE NAILS @
<br /> 14- -
<br /> 111 NON SI-11Z1,111 1x411 v N DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED 12" 0.0. AT INTERIOR SUPPORTS. BLACKING OF I NTER I OXR EDGES NOT REQUIRED UNLESS NOTED ON
<br /> UU
<br /> BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESI(NE)PRIMARILY BY THE MANUFACTURER THE PLANS.
<br /> ` y SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED
<br /> `'_ „____- -�- --- --- -1- TO THE STRUCTURAL, ENG I NEEM FOR A CHUM GORY REV I Fad FOR CCMPL I ANCE WITH THE INTENT OF THE MISCELLANEOUS: I
<br /> with=11 I1 STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DES I(NER WE COOTRAC'TOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING
<br /> • I11�I11^ _ r -•.FIS
<br /> - - Y
<br /> W 1 4 v If f 3/I b" �' IS RESPONSIBLE FOR CODE oONFrORN4ANCE AND ALL NECESSARY CONNECTICES NOT SPECIFICALLY CALLED BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPCxNS I BLE FOR SAME. ALL
<br /> Ill OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK, UNLESS
<br /> NEW EASE 1t �`s� EXIST SIDE T� TWO COPIES, REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAW I NGS MUST BE REV I E4ED EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/oR
<br /> �./4 1.10x14-1/2. I AND STAMPED BY THE CON'T'RACTOR PRIOR TO REVIEW BY THE ENGINEER. MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR CM I SS I ONS WHICH SHOULD HAVE
<br /> • 1_ I I SHIM FE 3/4 x 2 /.X 10 BEEN DISCOVERED DURING TETE PREPARATION OF BID ESTIMATE AND DIREc rru To THE ATTIIVT ICYN OF
<br /> SHOP DRAWINGS ARE AN AID FOR FIELD PLACEME TI' AND ARE SUPERSEDED BY THE STRUCTURAL THE ARCHITECT IN A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AND/OR CEtISSIONS IN THE
<br /> • s - DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO TEE ARCHITECT I MNED I ATELY IN WRITING. NO
<br /> '�/1 I F�(1ST. EASE ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. WORK IS TO BE STARTED BEFORE CORRECTION IS MADE. THE QON'TRAC'POR SHALL PROVIDE TEMPORARY
<br /> A RACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND .ITIFFENINGS HAVE BEEN INSTALLED.
<br /> `J + k----------
<br /> CONCRETE: THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPAR ERENT FOR ALL BUILDING DEPARTMENT
<br /> V I
<br /> f PIPE 10 STC) f'c= 2500 PSI MIN. 5 SACKS OF MEM PER CUBIC YARD OF CONCRETE ANDA MAXIMUM OF 6.0
<br /> I REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. THE DETAILS
<br /> FTC 1`.-4.,"X r?''!o"X Z+-D"TH1L1;W/ � 3/lI°V GALLONS OF WATER PER 94 LB. SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SHOWN ARE TYPICAL AND SHALL BE USED FOR LITE OR SIMILAR CONDITIONS NOT SHOWN. VARIATL_Y=
<br /> I SIZED AGGREGATE IS 1-1/2". •N MAXIMUM SLUMP IS 4". ADD MASi� BUILDERS POZZOLITH PER MFR'S AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN
<br /> (8)3.1 EA.W A`/ TDP 4 CI DT. RECO IME NDATI ONS TO ALL CONCRETE EXCEPT FOOTING. ALL CONCRETE IN FOOTINGS AND WALLS SHALL
<br /> BE POURED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ARCHITECT PRIOR PERM I SSIO['I FRS! THE ARCHITECT. THIS DRAWING I S TETE EXCLUSIVE PROPERTY OF THE ARCM I TELT
<br /> ti
<br /> AND CAN Br REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE
<br /> b,',
<br /> I)ti ''` TO PCJR I NG CONCRETE. VIBRATE ALL CONCRETE. SEGREGATION ON OF MA s- ,: ! BE PREVENTED. ,
<br /> 3 S w` (l. ni
<br /> >, REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. ,
<br /> �"��C A �',�+"`:� t3('•�t`�"" _ �1� F. $,q fir'
<br /> () MOMENT-
<br /> FTCOLCOkJN ,��- � C I CC�I�J =M 's C 4l�)I\1 ��nF wn,�',OP�, f-'fe*It 1
<br /> V/ id" �"�. BAKER ENGINEERS SUBJECT:_I XTa�AS f�G7�7 iT+o�/
<br /> .y,tT ' + .� STRUCTURAL DESIGN JOB NO.aa•'S-0z BY:,ss.CHK'D: HE .
<br /> ,r kip
<br /> '/. 5
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<br /> ''°44/Z1,10'Rrntiw, /,��'
<br /> 6628 212TH SW. LYNNWOOD WA
<br /> - G�' PO BOX 1697 LYNNWOOD WA 98046-1697 (206)771-6666 FAX(206)771-6558
<br /> /O,ti'AL F�
<br /> • EXPIRES 2/10/ 11___J 3121 Broadway
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