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TYP. 1576�TW RATE 4d TESTS AND IN5PECTION5 GENERAL Is e IUbh PLATE (2►5•rnW �' ` I. INSPECTION BY A RE615TERED DEPUTY INSPECTOR 15 REQUIRED FOR I. ALL CON5TRUGTION AND WORKMANSHIP SHALL CONFORM TO THE 2016 Jt4'Jc (4)%0#MBh THE MATERIALS L15TED BELOK THE EXTENT OF SUCH IN51PW'nON CALIFORNIA BUILDING GORE (GBG). MR'S E ■ q0• �HOOK � i SHALL CONFORM TO SECTION 1104 OF THE CALIFORNIA BUILDING CODE. 2_ THESE NOTES SHALL BE USED IN GONXNGTION NTH THE PLANS AND STEEL ANGLE MR 2. AN AFFIDAVIT SHALL BE ISSUED TO THE ARGHITEGT/EN61NEB2 AND ANY DISCREPANCIES SHALL. BE BROUGHT TO THE ATTENTION OF THE THE BUILDING DEPARTMENT AT THE COMPLETION OF E:AGH TYPE OF ARCHITECT AND THE ENGINEER. �N - 000 WORK STATING WHETHER THE WORK WAS IN GONFORMANGE NUTH T}E 3, CONTRACTOR MUST CHECK DIMENSIONS, FRAMING CONDITIONS, AND DC SE 4x+h ALUM.TUBE 915.0 STD.PIPE ONtfR) APPROVED PLANS AND SPECIFICATIONS. SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT AND THE D = bd for 82 to=8 IWA InIVE D - 8d for 04 ad LW6M ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISGREPANGIES ASSOCIATES INC. SPECIAL INSPECTIONS OR P0551BLE DEFICIE NCIE5. 1744 West Kstellii Ave. (4)Y2'0 GRADE 5 BOLTS PROVIDE MIDI 215 THEE AR BEI (only a ed ed nems are required) d = I�MHET13t OF THE BAR BEINfi BENT 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED A5 1744 West ICaulla Ave. Suite 107 MATERIAL N pffmw N= SPECIFIED IN TYPICAL DETAILS FOR THE R;ESPEGTIVE MATERIALS. orange CA 92867 1145 9140 57D.PIPE ONI30 4'0 STD.PPE(OUTS;) HOOKS and SENDS 5. THE DRAWIN65 AND SPECIFICATIONS REPRESENT THE FINISHED STRICTURE. w old 997 isda CONCRETE-Section 1705.3&Table 1705.3(Refer to P.T. Plans for www.dalxMsuan.com 915.0 STD.PIPE (110M STOP) concrete special inspection requirements for ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. 15 THE SOLE Post-Tensioned Slabs) RESPONSIBILITY OF THE CONTRACTOR- OBSERVATION VISITS TO THE .JOB SPLICE LEN61H 915'0 Reinforcing Steel STD.PIPE 0M STOP) ® SITE BY THE ARCHITECT AND THE EN61NEt5t DO NOT INCLUDE INSPECTION Reinforcing Steel Weldibelow) OF CONSTRUCTION PROCEDURES. THE CONTRACTOR 15 SOLELY ng(seecON5ALL c ,T10N A.I _ Inspect bolts and bolt placement R RESPONSIBLE �ONS AT THE NORK51 E. THESE V15 SHALL NOT BE CONSTRUED .4'0 STD.PIPE(OUTER) � Inspect st-installed anchors ■ m a AS CONTINUOUS' AND DETAILED IN4•FICTIONS. NON-CONTACT SPLICE STAMP.' installed in hardened concrete 6 THE PRAN N& AND SPECIFICATIONS REPRESENT THE STRUCTURAL FRAME. LSSU� Vedfy use of required design mix Sampling fresh concrete etl b FINISHES, GL.ADDIN6 AND NON-5TRUGTURAL SUPPORTS ARE NOT SHOWN WERE• 'S® REFER TO THE MANUFACTURERSHOP PRAWINC75 FOR ALL REWIRED Concrete placement 4x2A AI.IK TUBE Maintenance of curing techniques ® ELEMENTS, PARTS, FITTINGS, CONNECTION, ETC. � M 2705 'Y FRAMING - CLEARANCE BAR 5 CONTACT 5PLIGE SPIjCE Formwork dimensions DESIGN CRITERIA t 2 STRUCTURAL STEEL-Section 1705.2 `� \P x a RESAR SPLICE LENGTH FOR CONCRETE WIND ANAL -515 SEISMIC PARAMETER-5 4� \ Structural Steel Material lel ° E,� BAR 51ZE Weld Filler Material ® d WND 5FEE >IJRE` SITE IC PIE 6 CJJ _ M CUSS 5 4 5 6 1 6 4 WeldingGroove Welds {® WIND `'�` 'I00 )' 3 ' GUST SEISMIC DESIGN GATEti50RY,77 - Kzt■IA Kz■ .85 RISK CATEGORY, I • 02500 B B• 52■ 140@ 1 4W10• -N• 891 Welding-Single Pass Fillet Welds K RISK CATEGORY, I 5E15MIC IMPORTANCE FACTOR, IA MB A 9000 B 16, 90' 31' 44' 64' 13' 82' less than or equal to 5/15 F.■ L000 Fr■ 1' 00 9500 B 15' 28' 34' 41' S9' 6l' 16' Welding-Al other fillet welds 9 SOILS CRITERIA Sam 0.102 5,= 0.299 2x2xOJ88 ALUM.ANGLE Reinforcing Steel(rebar) w--T eCHAPTER 5..■0 r % ■0360 4000 B 14' 26' 32' 38' 55' 63' 11' NERAL BEARIN61 PREff' - 100 PSF/FT SHEAR TAB 4500 B 15' 25' 51' 36' 52' 67 bl' Steel Frame Joint Details High Strength Bolting Y f 2x INCREASE ALLONED PM SECTION 1806.3.4 "2' - L=4 STA66M AD.IACW SPLK.FS 24'MIK O STLAWAE TYP. REINEORGIN6 BAR DETAIL NOTES: T� � .r � a. INSPECTION SHALL BE IN ACCORDANCE WITH THE CURRENT CODE RE I NFORG I NG STEEL 51-Mtrn APPROVAL REPORT FOR THE PRODUCT BEING INSTALLED. wd 57M AwhIOR TIB b. INSPECTION INCLUDES SLUMP,AIR CONTENT AND TEMPERATURE TESTS, I. REIN=ORCIN6 STEEL. SMALL CONFORM TO A5TM A615 OR A-106, &RADE �0)pp ALLM AAE INCLUDING TAKING SPECIMENS FOR STRENGTH TESTS. 40 FOR SIZES M5 AND &RADE 60 FOR SIZES 04 AND LARGER. pw a W(4) ■ 0 LAG 13• c. VERIFY MATERIAL VIA IDENTIFICATION MARKINGS&MILL TEST REPORTS. 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AVE, DI-4-11 A M � d. VERIFY MATERIAL VIA IDENTIFICATION MARKINGS&MANUFACTURERS USING PROPER LOW HYDRO&EN ELEGTRODE5. ALL BARS TO BE WELDED �/ CERTIFICATION OF COMPLIANCE. SHALL. CONFORM TO ASTM A106. lb- #57L TmhAD®ROD ® ® e. VERIFY WELDABILITY OF REINFORCEMENT OTHER THAN ASTM A706 BARS. S. ALL BARS IN GONGRETE SHALL BE LAPPED PER THE LAP SPLICE W C E Ilrmr SPCC ZA bx BLK6 r1/ e3 Q f. INSPECTION OF HIGH STRENGTH BOLTS IN SNUG-TIGHT 5GHEDULE AT ALL SPLICES LNLE55 NOTED OTHERWISE• SUBMITTAL DATE (2)eSw. 'AM ® BASEPLATE NTH alPPEU CONNECTIONS IN ACCORDANCE WITH AISC 360,SECTION M2.5. 4. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST M.SPEAR TAB FA EV ` AHD SLOTTEDEDITION OF THE CALIFORNIA BUILDING CODE. per NOTES ABV. E 44)h,yyM,TUBE BOLT HOLES- 5r3=MANIFAGTURS25 PLANNING DEPT: IRT 2x&4 AW.L MS R Wramal A �MTAI� SHOP D"N65. BUILDING DEPT: Tyr -JMML 12 gb• O l Ab scR - --- CONCRETE of MIT ENGINEERING: SUPPOR to KIS, 8 5 to EA.S�571,105 T=RAMING - CLEARANCE BAR I. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRE551VE STREN&TH OF SURVEY: RT 2xerd6 LIb . 3, 5 4500 P51 AT 25 DAYS OE516NED FOR 2500 PSU. HQFU ALUM RIM (9) ELSENM. x t7a6fY 2. A66RE&ATE5 SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM bx BLK1T rJ ■ A�Rr 14kii (�� A G33. REVISIONS MAINSUPPORT D' YIAII THUD 0 0 °�(l' 8. GEMENT SHALL BE PORTLAND GEMENT CONFORMING TO ASTM 6TIER CEMIa4r RATIO SHALL E 0. No. Doncription Date por MFR.DWG• 48'� � 4. THE FOLLOWI&TYPE V, LON ALKALI. NIMUM CLEAR D 5TANGES BETPEEN REINFORCING STEEL AND FADE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE, TYPICAL CANOPY 6 -"' SEcnoN A-A GONGRETE BELOW GRADE, FORMED 2' ° CONCRETE BELOW &RADE, UNFORMED 1702&-Tfw.#L CANOPY 170610 5A6PLATE DETAIL (poured agalrmt eartF>) 3 CONCRETE EXPOSED TO WEATHER 5. PIPES MAY PA55 THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SMALL. NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING %N 7HK PLATE w/ ONE-THIRD THE SLAB OR WALL THIG404E56 SHALL NOT BE PLACED IN 'THY.5I-SFR UB (4)96' 0 BOLT HIOR3� THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. W 46.0 MB 3 CaM on PLATE U' - g STRUCTURAL STEEL N "v I. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST J I' �, 56GTION A-A EDITION OF THE AISC MANUAL OF STEEL. CONSTRUCTION. LLJ 2. ALL MELDING SMALL BE DONE BY G6RTIFIE D WELDERS. ALL FIELD 0 9' GLR 4' WELDING SHALL HAVE CONTINUOUS INSPECTION BY A REGISTERED 2 DEPUTY INSPECTOR. W 717 n 5. ALL FULL PENETRATION GROOVE YELPS SHALL BE ULTRA50NICALLY 5 TESTED THE GAL) FOR THE IFORN AI BUI�NG REWIRED WII� PER THE CURRENT EDITION Z ANCHOR PLATE 4. ALL PIPE SHALL CONFORM TO ASTM A55 &RADE "B" (55 K51).ALL OTHER STRUCTURAL STEEL SHO ASTM A56. z n0SLMar6rr KATE t7o'e at 5. ANCHOR BOLTS SHALL CONFORM TO A5TM FI554 CONFORM T&RAPE ML.E55 NOTED OTiHERNUSE ON THE PLANS OR DETAILS. Q 4'0 5TD PIPE C21MI 6. UNFINISHED BOLTS SHALL CONFORM TO ASTM A30'7 &RADE A UNLE59 F- NOTED OTHERWISE ON THE PLAN5 OR DITAIL.S. THREADED ROD SHALL CD CONFORM TO ASTM A56 UNLESS NOTED OTHERWISE ON THE PLANS OR LLL Y DETAILS. Iu w _ %'THICK BASE PLATE W 1. ALL WELDING ELECTRODES SHALL CONFORM TO AW5 E'TOXX. (' Z �(��AL AVE a. UNLE-55 SPECIFICALLY DETAILED, NO STRUCTURAL STEL. MET BER Z SHALL BE DRILLED, CUT OR MODIFIED IN ANY WAY WITHOUT THE It 11 . (3)83 TIES NTHN PRIOR WRITTEN CONSENT OF THE 5TRUGTURAL ENGINEER. BOLT 0 w F.6. TOP 5' HOLES, WHEN PERMITTED, SHALL BE DRII I A MAXIMUM OF IA6' p 1- STEB COL"-SEE DETAILS OVER THE DIAMETER OF THE THREADED FA5TENER; FLAME GUTTING 15 W Z I f=T I III I'II`I -f 14- NOT PERMITTED. (' w N I � , 9. THE FABRICATOR AND ERECTOR SHALL REVIBM THE CONTRACT OL tY CONFLICTS 1t'THICK 1315E PLATE WPRIOR TO PRODUCING SHOP DRAWINGS. IF ANY D ARE FOUND A&AIN5T THE REWIREMENT5 OF ANY 5AFETY C13 ry a (4)4t'0 x IY ABb REGULATIONS, THE FABRICATOR SHALL NOTIFY THE STRUCTURAL SM PETAL ABOVE ENGINEER PRIOR TO PRODUCING SHOP DRAWINGS. (5)STIES VMN A A F 6. ALUMINUM DATE: � -Ii I F= I. ALL EXTRUSIONS IONS 4 SHAPES SHALL CONFORM TO TYPE 6061-T6 TIES a D' 2. PROVIDE PROTECTION BETMEEN DISSIMILAR METALS SCALE' 15 (4) SDRIL LED MER A/ TIES 120 120,x LED INTERFACE) A A JOB CAPTAIN: COWCM DRILLEDP�K/- JOB NUIrIBFJ� 4)06 VPRT5 SHEET: 24' DIA 24' DIA _ I FOOTING - CLEARANCE BAR 4 T=OOTING - ORDER 5TATTION CANOPY 2