|
(4))S"e HILTI KWIK BOLT P5.0 X-STRONG U.N.O. TSP.
<br /> TZW/3HI EMBEDMENT (1)24.,24.x3. TYP ./)I6/ >(2)24•x24..3. II ---, GENERAL STRUCTURAL NOTES !
<br /> 444>
<br /> CONCRETE PAVER CONCRETE PAVER I \ CRITERIA (The following apply unless shown otherwise on the plans) 11. SHOP DRAINING REVIEW-DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE
<br /> (150 LBS) (300 LBS) I 12"x'/i"X6'-6"RUBBER ENGINEER OF RECORD,AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.
<br /> ..0 1 WALKING PAD CENTERED 1, ALL MATERIALS,WORKMANSHIP,DESIGN.AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
<br /> \ \ \ - ° \ ° i ON SLEEPER SPECIFICATIONS.THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND THE WASHINGTON RECORD.CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS,
<br /> L3x31J'x" / \ IC
<br /> STATE CODE AMENDMENTS. METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF CONSTRUCTION,AND ALL SAFETY 0
<br /> 1
<br /> PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.SUBMITTALS SHALL INCLUDE A
<br /> iO \ // \\ / I .J REPRODUCIBLE AND ONE COPY;REPRODUCIBLE WILL BE MARKED AND RETURNED.A MINIMUM
<br /> \ / \ A4/S1.0 2. DESIGN LOADING CRITERIA OF TWO WEEKS SHALL BE ALLOWED FOR REVIEW.
<br /> -- \\ / \ // + ROOF SNOW LOAD: 25 PSF 12. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.
<br /> / \ THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO
<br /> "EMB. \\ // \\ / WIND LOAD: WIND ANALYSIS PROCEDURE:ASCE 7-10 CHAPTER 29 "WIND THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING M-
<br /> TYP \ / 1S"0 BOLT \ / LOADS ON OTHER STRUCTURES" WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE
<br /> X W/NUT& X RISK CATEGORY II INTENDED FABRICATION AND INSTALLATION METHODS.IF DEVIATIONS,DISCREPANCIES,OR
<br /> W / \ IC WASHER / \ 110 MPH CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE
<br /> `� / \ / \ DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE
<br /> / N. a--' / \ I 6"z4"X6'-0"P.T.WOOD EXPOSURE"C"
<br /> ^' / \ / \ SLEEPER LAID FLAT TOPOGRAPHIC FACTOR Kzt= 1.00 ENGINEER,THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE
<br /> / \ / \ I WIND LOAD=32.9 PSF(ULT) FOLLOWED.
<br /> (4))1"e HEX-HEAD LAG
<br /> / Cij
<br /> / \\ // yZ•z3 \v OOP
<br /> 13. SPECRL INSPECTION:SEE SHEET S1.1 FOR SPECIAL INSPECTIONS. TESTS SHALL BE SUPERVISED IN
<br /> / \ / \ SCREWS W/3"EMBEDMENT SEISMIC LOAD: Ss=1.3198;51=O.50Ig ACCORDANCE WITH OSSC SECTION 1704 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING
<br /> -H / \ Iif
<br /> \ INTO SLEEPER SEISMIC DESIGN CATEGORY= D/ L3x3xY \ \ AGENCY DESIGNATED BY THE OWNER.THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURALIMPORTANCE FACTOR Iw= 1.00TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER,ARCHITECT,STRUCTURAL ENGINEER,
<br /> AMPLIFICATION FACTOR Ap= 1.0
<br /> oII CONTRACTOR AND BUILDING OFFICIAL.ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL
<br /> LEN THREADED ROD x RESPONSE MODIFICATION FACTOR Rn=25 BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
<br /> LENGTH AS NEEDED TO SEISMIC DESIGN FORCE= 0.43WpSECURE CONCRETE PAVER.
<br /> '/ TAP. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS
<br /> FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS STEEL
<br /> In : I� FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION
<br /> A/S1 p n , n I I I J 51.0 14. STRUCTURAL STFFI DESIGN FABRICATION AND ERECTION SHALL BE BASED ON THE
<br /> • / LATEST EDITIONS OF THE A.I.S.C.SPECIFICATIONS AND CODES:
<br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS
<br /> 0 , J o I I R)3"s4"x4"WELDED TO PRIOR TO COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON
<br /> \ - / / ANGLE C/W HOLE BOLT TO THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. A. NSC-STEEL CONSTRUCTION MANUAL, 14TH EDITION SEA-
<br /> , L3z3z3:" / \ / SUIT,TYP. OF 2 B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
<br /> \ \ \ /� C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. DEADWATER
<br /> \ / \ \\_1/ 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND\ TYp. / Xs TYP, it L3x3 "x2'-6"LG TOP k STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN )5. STRUCTURAL STEEL,WIDE FLANGE(W AND Wi)SHAPES SHALL CONFORM TO ASTM A992 Fy= 50 K51;
<br /> 2 \ / I as�yIN.O. / BOTTOM PAVER RETAINER ACCORDANCE WOH THE PUNS. ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36,FY= 36 KSI.STEEL
<br /> A-4.1 \\ // ~\ / ANGLE C/W HOLES TO 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE PLATE SHALL CONFORM TO ASTM A36,Fy= 36 KSI.STEEL PIPE SHALL CONFORM TO ASTM A53. SLOUGH
<br /> to \ 1 \ / SUIT.TYP OF 4 TYPE E OR S,GRADE B,Fy=35 KSI.STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,
<br /> METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK.THE
<br /> "' �w \\ // I 12 \\ // STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT GRADE B,Fy=46 KSI.CONNECTION BOLTS SHALL CONFORM TO ASTM A325.ANCHOR BOLTS ( PCS-LTE 1
<br /> X (1)24"z24Fx3" IC' X ( - RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS SHALL CONFORM TO ASTM F1554 GRADE 36, Fy=36 KSI.
<br /> I \\ CONCRETE PAVER // \\ ,'�x RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR.THE STRUCTURAL ENGINEER HAS NO 16. ALL A-325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG-TIGHT CONDITION PER 1802 HEWITT AVE
<br /> , \ (150 LBS)I / \ I J DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES RISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS IN STRICT EVERETT, WA 98201
<br /> n / \ I / \ .x OF THE OWNER,CONTRACTORS,OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. ACCORDANCE WfTH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.ALL NUTS SHALL
<br /> '- // \\ I // I\\ * 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT CONFORM TO ASTM P563.ALL WASHERS SHALL CONFORM TO ASTM F436 OR ASTM F959 TYPE
<br /> / \ I / \I AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 325.ALL BOLT HOLES SHALL SE STANDARD SIZE UNLESS OTHERWISE NOTED.
<br /> / \ / I \ CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br /> e / L3x3xYi - \ J / \ 17. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C.AND A.W.S.STANDARDS AND
<br /> \" / SHALL BE PERFORMED BY O.B.OA CERTIFIED WELDERS USING E7000 ELECTRODES. ONLY
<br /> B. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE PREQUALIFIED WELDS(AS DEFINED BY A.W.S.)SHALL BE USED.WELDING OF GRADE 600(C
<br /> \ \ \ o / o I I - CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS
<br /> R Y x774"x274 SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.
<br /> / WELDED TO (2) 24"z24"%3" - 1.0 APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.WHERE INFORMATION ON THE WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E7000
<br /> ANGLE,TYP OF g CONCRETE PAVER DRAWINGS 1S IN CONFLICT WITH THE SPECIFICATIONS,THE MORE STRINGENT SHALL APPLY, ELECTRODES.WELDING WITHIN 4"OF COLD BENDS IN REINFORCING STEEL 15 NOT PERMITTED.
<br /> (E) PARA�C (300 LBS) ,1 SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS.ALL WELDING OF /���7�
<br /> NOT SCALE THE DRAWINGS. STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A GNAW PROCESS.ALL WELDING SHALL CAMP-F
<br /> ' " BE PERFORMED BY WELDERS WITH AWS O B O A CERTIFICATION WITH THE MATERIAL AND
<br /> / CE OF PIPE 2'-6 L _ -/- J /'' ASSOCIATES
<br /> 9. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS METHOD REQUIRED.
<br /> / / SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELNERY,HANDLING,
<br /> STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLER. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS.WELDS SHOWN ON 19401 40TH AVE W,SUITE 304
<br /> BALLAST FRAME PLAN &ANCHORAGE (E)CABLE TRAY DRAWINGS ARE MINIMUM SIZES.INCREASE WELDS SIZE TO AWS MINIMUM SIZES BASED ON PLATE LYNNWOOD,WA 98036
<br /> THICKNESS.MINIMUM WELDING SHALL BE 3/16-INCH.THE WELDS SHOWN ARE FOR THE FINAL PHONE:(425)740-6392
<br /> 10 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A FIELD WELD IS REQUIRED BY THE FAX:(425)224-1614
<br /> SCALE:T-1/2"= l'-O" STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. STRUCTURAL DESIGN;THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD WWW.CAMPASSOC.COM
<br /> BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELNERY AND ERECTION.
<br /> PROJECT MANAGER. EJC
<br /> I I \
<br /> 0 M.I. G
<br /> 1 I 4'� WgSI�, PREPARED BY. EAT
<br /> )4"0 A325 BOLT,TYP. I L �� '�'
<br /> ANTENNA PER ARCH. J (I `�� r;., G'�.
<br /> I Z. a.. �x APPROVED BY. EJC
<br /> P5.0 X-STRONG PIPE i
<br /> imisrm.ml
<br /> ali _
<br /> ce
<br /> R 4"x4"�"WELDED R 4"x4"�"WELDED
<br /> Yvie G 41808 c.:>+.„.,wW�
<br /> TO PIPE TM.OF 4 TO PIPE TYP.OF 4 +CS L St1 c )
<br /> O�sSIONAL0617 (4))1"o HEX-HEAD LAG
<br /> NOTE: /20/2016 SCREWS W/3"
<br /> PLACE THICK DYER OF ROOFING 1¢"e A325 BOLT,TVP. EMBEDMENT INTO
<br /> SLEEPER
<br /> P5.0 X-STRONG '111111111111 MASTIC AND WEATHER Fs
<br /> WASHER e L3x3 "MOUNT FRAME EAT 07-20-16 ISSUED FOR PRELIM. REVIEW
<br /> j BETWEEN L3x3z10 AND PARAPET WALL ANGLE PER PLAN
<br /> L2x2 "DIAGONAL EAT 06-24-16 ISSUED FOR FINAL PERMIT
<br /> TYP. OF 4 6x4 P.T.WOOD SLEEPER
<br /> EMBIDAMMEMMI 1? LAID FLAT,PER PLAN -
<br /> i - _• (E)BUILDING wI SEE ARCH.FOR
<br /> PARAPET \ [lf�l FLASHING DETAIL
<br /> ir
<br /> RUBBER PAD
<br /> ,'I• , m / TOP OF EXISTING ROOF
<br /> o �'w
<br /> a
<br /> SHEET NAME
<br /> •
<br /> •
<br /> n R a"xa"x a"
<br /> STRUCTURAL
<br /> WELDED TO 3x3zY" / DRAWINGS
<br /> TAP.OF 4
<br /> r. It♦11111.1.1.111.11110 EXISTING CONC.SLAB- AND NOTES
<br /> `ga EXISTING INSULATION
<br /> \ \ T.O.ROOF SHEET NUMBER
<br /> 1
<br /> SECTION A-A RUBBER PAD S ••O
<br /> BALLAST FRAME BRACE PLAN BALLAST FRAME ELEVATION SLEEPER DETAIL
<br /> 1110
<br /> SCALE:1"= 1'-0" 2 SCALE:1"= 1'-0" SCALE I-1/Y=1`-0" 20161385801 NUMBER
<br /> 20161365801
<br />
|