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<br /> �OUNDATIONS � � J ,
<br /> BUILDING CODE I . THE FOUNDATION DESlGN IS BASED ON Tt1E REINFORCING �J' TEEL
<br /> =
<br /> E NATIONAL BUILDING CODE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE I . ALL f�EINFORC(NG STEEL 5I1ALL CONFORM TO ASTM A6 I 5 GfzADE 60 �fy = 6o PREFABRICATED WOOD I-J015TS :
<br /> 20 I 5 INT R KSI) FQf� BAR SIZES NO. 5 � LAf�GER, GRADE 40 (f - 40 KSI) FOR NO. 3 AND
<br /> TABLE, I 804.2. FOUNDATION WORK ShALL BE PERFORMED IN I . TNE J015T5 ShALL BE MANUFACTURED BY TRUSS-JOIST MACMILLAN,
<br /> FLOOR LOAD ACCORDANCE WITN Ct1APTER I 8 OF Th15 CODE. NO. 4 BARS. �
<br /> INCORPOf�ATED OR APPROVED EQUAL AND SNALL BE FABRICATED IN
<br /> DEAD LOAD : I 2 psf 2. ALL f�EINFORCING STEEL SNALL BE LAPPED A5 NOTED ON ThE PLANS. WNEf�E ACGORDANCE WITN ASTM D 5055. (SUBSTITUTIONS MUST BE APPROVED BY Tt1E `� � ' ,
<br /> LIVE LOAD: 40 psf 2. Tf1E FOUNDATION DESIGN IS BASED ON THE FOLLOWING LAP OR SPLICE LOCATIONS ARE NOT SPECI�ICALLY IND�CATED ON Tt1E STRUCTUf�AL ENGINEER IN WRITING, PRI,OR TO INSTALLATION) �G I � ��. �
<br /> VALUES: CONST�UCTION DOCUMENTS, LAPS AND/OR SPLICES SNALL BE 42 BAR DIA AND N
<br /> ROOF LOAD ALLOW. SOIL BEARING I 500 P5F
<br /> BE WEL.L STAGGERED. 2. 5EE PLANS FOR 51ZE, TYPE, AND LOCATIONS OF i-JOISTS. � �` ��N".
<br /> DEAD LOAD: I 5 psf SOIL FRICTION .35 . �
<br /> EQUIV. FLUID PRESSURES
<br /> FlAT ROOF SNOW LOAD: 25psf 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE 3. ThE JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITt1 ThE . ,
<br /> ACTIVE PRESSURE* 35 PCF
<br /> SNOW EXPOSURE FACTOR (Ce): I . I WIT11 ACI 3 I 5 SHALL BE REVIEWED BY Tt1E ENGINEER AND AVAILABLE ON TNE JOB PLANS AND TNE MANUFACTURER'S INSTALLATION REQUIREMENTS AND
<br /> SNOW LOAD IMPORTANCE FACTOR (Is): I .O PAS5IVE PRESSURE 250 PCF SITE P�IOR TO Tfi1E PLACING OF CONCf�ETE, RECOMMENDATIONS. CONTRACTOR SNALL GIVE NOTIFICATION PRIOR TO : � �4 ,
<br /> ThERMAL FACTOR (Ct): I . I ENCLOSING ThE JOISTS TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF Tf1E ,
<br /> 3. ALL FOOTINGS Sf1ALL BE FOUNDED AT LEAST I 8" BELOW TI1E q., �/ELDED WIRE FABRIC St1ALL CONFORM TO ASTM A82 AND A I 85 AND St1ALL INSTALLATION. PROVIDE BRID6ING, CONTINUOUS LATERAL BRACING, AND � � �
<br /> UNDISTURBED GROUND SURFACE OR TO FROST DEPTN. ALL . � o
<br /> � WIND DESIGN DATA FOOTINGS S11ALL BE FOUNDED ON COMPACTED FILL OR BE 6xG W2. I /W2. I UNLESS OTNERWISE NOTED. LAP REINFORCEMENT 6" DIAGONAL BRACWG BETWEEN Tt1E JO�STS PERTf1E MANUFACTURER'S
<br /> N
<br /> I . BASIC WIND SPEED: I I O MPt1 MINIMUM. RECOMMENDATIONS. � N .
<br /> 2. WIND IMPORTANCE FACTOR (iw): I .O UNDISTURBED NATURAL GRADE UNLESS OTNERWISE NOTED. � ,
<br /> BUILDING CATEGORY: II , PACTION: MATERIAL FOR FILLING AND BACKFILLING 5. ANCt10R BOLTS, DOWELS AND OTt1ER EMBEDDED ITEMS St1ALL BE SECURELY 4. SNOP DRAWINGS AND CALCULATIONS 511ALL BE SUBMITTED TO Tt1E ENGINEER � - �
<br /> 3. WIND EXPOSURE:B 4. COM TIED IN PLACE BEFORE CONCf�ETE 15 POURED. SLAB ON GRADE REINFORCEMENT FOR APPfZOVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL
<br /> � W � � w:
<br /> 4. Kzt - I .37 St1ALL CONSIST OF Tt1E EXCAVATED MATEf�IAL AND/OR SNALL BE PLACED AT MID-DEPTf-i OF SLAB AND Sf-1ALL BE t1ELD SECURELY IN BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. TNE .� Q O •• � , .
<br /> 5. INTERNAL PRE55URE COEFFICIENT: NA IMPORTED BORROW AND 5F1ALL BE FREE OF ORGANIC MATTER, PLACE WITt1 MEChANICAL DEVICES DUf�ING PLACING OF TNE CONCRETE. DfZAWINGS ShALL ShOW ALL CRITICAL DIMENSIONS AS WELL AS TI1E LOADS TNE
<br /> � ,� .,
<br /> TfZASt1, LUMBER, OR OTt1ER DEBRiS. ALL WALLS Sf1ALL BE T. Tt1E JOISTS ARE TO BE ERECTED AND � � � � �'
<br /> 6. APPLICABLE WIND PRESSURE FOR ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND JOISTS ARE DESIGNED TO SUPPOR
<br /> ROOF TRUSS INSTALLED IN ACCORDANCE WITt1 TNE PLANS, APPROVED FABRICATOR DRAWINGS, W � �
<br /> COMPONENTS AND CLADDING: NA BACKFILL ShALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 � U � > �
<br /> INCNES ThICK, PROPERLY MOISTENED TO APPROXIMATE AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION �
<br /> I . Tt1E TRU55ES SNALL BE DE5IGNED BY Tt1E FABf�ICATOR TO FIT DIMEN510NS PRIOR TO ENCL051NG TNE J015T5 TO PROVIDE AN OPPORTUNITY FOR INSPECTION � � +; � �
<br /> SESIMIC DESIGN DATA OPTIMUM REQUIREMENTS AND THOROUGt1LY ROLLED OR �
<br /> I . SEISMIC IMPORTANCE FACTOR: I .0 COMPACTED WITf1 APPROVED EQUIPMENT IN SUC11 A MANNER AND LOADS INDICATED ON Tf1E PLANS AND IN TI1E STf�UCTUfZAL NOTES. ALL OF TNE INSTALLATION. DESIGN AND PROVIDE BRIDGING, CONTlNUOUS LATEfzAL Lq � O �n
<br /> D E S I G N S S N A L L B E I N A C CORDANCE WITf1 ALLOWABLE VALUES ASSIGNED BY TNE BRACING, AND DIAGONAL BRACING BETWEEN Th1E JOISTS PER THE � O � • � .
<br /> S E I S M I C U S E G R O U P: I A N D E X T E N T A 5 T O P R O D U C E A R E L A T I V E C O M P A C T I O N O F 9 0% �
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): I 2 I .F% G BUILDING CODE. CONCENTRATED MECr1ANICAL fZOOF LOADS Sr1ALL BE INGLUDED MANUFACTUfZEIZS (ZECOMMENDATIONS. m �j m �
<br /> OF MAXIMUM POSSIBLE DENSITY A5 DETERMINED BY ASTM L �
<br /> 3. SITE CLASS: D (ASSUMED) D I 557. t1AND TAMPERS S11ALL WEIGt1 AT LEAST 50 POUNDS : I N T I 1 E D E S I G N. V E R I F I' W E I G t 1 T S A N D L O C A T I O N S W I T H T t 1 E A R C H I T E C T. S N O P � c'�
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (5DS): 8 I .9%G D f Z A W I N G S M U S T B E R E T A I N E D A T T f 1 E J O B S I T E A N D A V A I L A B L E T O T t 1 E B U I L D I N G M A N U F A C T U I Z E D L U M B E R N �:
<br /> EACf1 AND ShALL I1AVE A FACE AREA NOT IN EXCESS OF 64 �NSPECTOR FOR REFERENCE. TI-1E TRUSS CALCULATION PACKAGE 5f1ALL BE �
<br /> 5. SEISMIC DESIGN CATEGORY: D SQUARE INCNES. t1AND TAMPERS MAY BE OPERATED EITNER DE5IGNED UNDER TNE DiRECT SUPERV1510N OF A PROFESSIONAL ENGINEER I . PA(�ALLEL ST(�AND LUMBER DESIGN IS BASED ON PARALLAM PSL PRODUCTS AS V � .
<br /> G. BASIC SEISMIGFORCE-RES(STING SYSTEM: ShEARWALLS MANUALLY O� MECf1ANICALLY AND St1ALL BE USED WhERE LICENSED IN TI1E STATE OF WASNINGTON.' TNE TRUSS ENGINEEf� St1ALL ASSUME SUPPLIED BY TRUSS-JOIST MACMILLAN IN ACCORDANCE WITh ASTM D 5456. � �
<br /> 7. DESIGN BASE St1EAR: SEE CALCULATIONS LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE z
<br /> 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.088 USED. STRUCTURAL FILL OVER I 2" DEEP ShALL COMPLY WITt1 A ALL f�ESPONSIBILITY FOR TNE WORK OF ALL SUBORDINATES INVOLVED lN Tt1E DESIGN PROPERTIES St1ALL BE: � � ;
<br /> 9. RESPONSE MODIFICATION FACTOR (R): 6.5 (WOOD PREPARATION OF THE Tf�U55 PLACEMENT PLANS AND TI1E TRUSS DESIGN Fb = 2900 PSI = �
<br /> GEOTEChNICAL REPORT. DRAWINGS. Fv - 290 PSI �
<br /> ShEARWALLS, (R)= I .5 FOR CANTILEVERED POST �
<br /> I 0. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL E = 2.Ox I O^ 6 PSI
<br /> FORCE PROCEDURE CONCRETE 2. SHOP DRAWWGS AND CALCULATIONS SHALL BE SUBMITTED TO ThE ENGINEER 2. i .55E LAMINATED STI�AND LUMBER DESIGN IS BASED ON TIMBFRSTI�AND L5L O
<br /> I . ALL CONCRETE UNLESS OTHE�WISE NOTED S11ALL BE REGULAR FOR APPROVAL PRIOR TO FABRICATION. DfZAWINGs AND CALCULATIONS Sf1ALL BE PRODUCTS AS SUPPLIED BY TRUSS-JOIST MACMILLAN IN ACCORDANCE WITI1 �
<br /> FRAMING LUMBER WEIGIIT f1ARD ROCKTYPE ( I 50 PCF) AGGREGATES St1ALL CONFORM TO STAMPED AND SIGNED BY A REGISTERED PROFES510NAL ENGINEER. Tt1E ASTM D 545G. DESIGN PROPERTIES 5t1ALL BE: � �:
<br /> I . FRAMING LUMBER SNRLL BE t1EM-FIR NO. 2. GRADES ASTM C33 WITh PROVEN SNRINKAGE Ct1AfZACTER15TiC5 OF LESS Tt1AN DRAWINGS ShALL St10W ALL CRITICAL DIMEN510N5 AS WELL AS THE LOADS THE Fb - 2250 PSI
<br /> ARE TYPICAL UNLESS OTr1EfZW15E NOTED ON PLANS. 0.05%. TRU55E5 AfRE DESIGNED TO SUPPORT. TI1E TRU5SE5-AIZE TO BE EfZECTED AND Fv = 400 PSI � " -
<br /> LUMBER TO BE GRAD� NiARKED PER WGLIB INSTALLED IN ACCORDANCE WITN ThE PLANS, APPROVED FAB(�ICATOR Df�AWINGS, E = I .5x I 0^ G P51 � I ( ( �
<br /> SPECIFICATIONS. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE AND INSTALLATION SUGGESTIONS. CONTRACTOR Sf1ALL GIVE NOTIFICATION PRIOR ;
<br /> STRENGTH (f'c) OF 2500 PSI. WNERE 3000 PSI CONCRETE IS REQUIRED TO ENCLOSING TNE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF 3. PfZOP05ED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITt1 THE W •
<br /> 2. STRUCTURAL SHEATt11NG ShALL BE APA RATED 8Y Tf1E BUILDING DEPARTMENT FOR WEAThERING PURPOSES ONLY, NO Tf1E INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN Tt1E T�USSES, . APPROPRIATE ICBO EVALUAT{ON REPORTS TO Tt1E ENGINEER FOR REVIEW PRIOR o
<br /> PLYWOOD, EXP05URE I 5t1EATNING CONFORMING TO SPECIAL INSPECTION 15 REQUIRED. GONTINUOUS LATERAL BI�ACING AND DIAGONAL Bf�ACIN6 PER TRUSS PLATE TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS St1ALL NOT PROCEED
<br /> EITHER COMMERCIAL STANDARDS P5 I -83, APA PRP- i 08, INSTITUTE RECOMMENDATIONS. SNOP DRAWINGS MAY CONTAIN TI1E WITNOUT PRIOR WRITTEN APPROVAL OF Tt1E ENGINEER. � I I � �
<br /> OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A 3. CEMENT 5t1ALL CONFORM TO ASTM C I 50, TYPE i, CSA NORMAL. MANUFACTURERS ENGINEEf�ING RESPONSIBILITY LIMITATIONS. hOWEVER, Tf1EY z
<br /> MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND%8" SHALL MAKE NO STATEMENT AS TO TNE ENGINEER OF RECOf�D �ESPONSIBILITIES.
<br /> EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM 4. MAXIMUM SLUMP 511ALL NOT EXCEED 4 INCNES IN FLATWORK. �°- -�= GENERAL
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<br /> 5t1EAThING REQUIREMENTS ARE A5 FOLLOWS: ��� S�RUCTUf�AL STEEL �e „;
<br /> ROOF SNEATt11NG TO BE /32 INT-APA RATED 5. PLACEMENT OF CONCRETE ShALL BE IN CONFORMANCE VVITt1 ACI �, � I . ALL MATERIALS AND WORKMANSHIP SIIALL CONFORM TO TI1E CONTRACT
<br /> : , ��: � �
<br /> ..��.;:� ; :r DRAWINGS.
<br /> PLYWOOD OR �/6" OSB WITH EXTERIOR GLUE, P.I. 3O � • ' ` I . ALL `�TRlJCTURAL AND MISCELLANEOUS STEEL 5t1ALL CONFORM TO ASTM A36 -
<br /> 24/O. NAIL WITf1 8d NAILS AT 6" ON CENTER AT AND Sr1ALL BE FABRICATED AND ERECTED IN ACCORDANCE WITt1 TNE AISC 2. DURING TNE CONSTRUCTION PERIOD Tt1E CONTfZACTOR St1ALL BE �.. �
<br /> PANEL EDGES AND I 2" ON CENTER AT INTERMEDIATE 6. CONCRETE S11ALL BE MAINTAINED IN A MOIST CONDITION FOR A �'SPECIf=1CATION FOR STRUCTURAL STEEL BUILDINGS", LATEST EDITION. Sf10P f�ESPONSIBLE FOR TNE SAFETY OF TNE BUILDING. Tt1E CONTRACTOR SIIALL W '
<br /> MEMBERS. MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METNODS DRAWINGS SNALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. PROVIDE ADEQUATE SNORING, BfZACING AND GUYS IN ACCORDANCE WITN ALL � � o
<br /> WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE G� �
<br /> 5UB FLOORING TO BE 3/" TONGUE AND GROOVE C-D 2. BOLTS 5t1ALL CONFORM TO ASTM A307 UNLr55_C�Tf1ERWISE NOTED. APPROVED PRIOR TO ERECTION. � � �
<br /> 4
<br /> INT-APA RATED PLYWOOD OR OSB WITt1 EXTERIOR 7. KEYED CONSTRUCTION JOINTS ShALL BE USED IN ALL CASES. ALL
<br /> GLUE, P.I. 48/24. GLUE AND NAIL WITN I Od NAILS GONSTRUCTION JOINTS SNALL BE ThOROUGt1LY CLEANED AND ALL - � I.1...J �
<br /> LAITANCE ShALL BE REMOVED. ALL VERTICAL JOINTS St1ALL BE 3• NO ATTEMPT f1AS BEEN MADE TO DIFFERENTIATE BETWEEN S110P AND FIELD 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSt1A STANDARDS. ANY
<br /> AT 6" ON CENTER AT PANEL EDGES AND I 2" ON WELDED CONNECTIONS. ALL WELDING IS TO COMPLY WITt1 AWS SPECIFICATIONS DEVIATION MUST BE APPROVED BY OShA PRIOR TO ERECTION. o � � . �'
<br /> CENTER AT INTERMEDIATE MEMBERS. T110ROUGt1LY WETTED AND SLUSt1ED WITN A COAT OF NEAT CEMENT AND 15 TO BE DONE BY CEI�TIFIED WELDERS. � �
<br /> IMMEDIATELY BEFORE PLACING NEW CONCRETE. �- O �
<br /> 4. TNE CONTRACTOR 511ALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION �
<br /> 3. NAILING ShALL CONFORM TO TABLE 2304.9. i OF Tt1E 4. WELDING: ALL WELDING IS TO COMPLY WITH AWS SPECIFICATIONS AND IS TO PROCEDURES INCLUDING LAGGING, SNORING AND PROTECTION OF ADJACENT "
<br /> 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR � �
<br /> INTERNATIONAL BUILDING CODE UNLESS NOTED BE DONE BY CERTIFIED WELDERS AS I�EQUIRED BY TNE DEPAf�TMENT OF BUILDING PROPEf�TY, STRUCTURES, STREETSAND UTILITIES IN ACCORDANCE WITN ALL U � .
<br /> OTNERWISE. USE COMMON NAILS ThROUGhOUT UNLESS JOINTS St1ALL BE LOCATED TO MINIMIZE EFFECTS OF St1RINKAGE A5 SAFETI'. ALL WELDING IS TO BE DONE BY ELECTRIC ARC PROCE55 AND SNALL BE NATIONAL STATE AND LOCAL SAFETY ORDINANCES. "
<br /> NOTED OTt1ERWISE. WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR PERFOf�MED WITN APPROVED ELECTRODES AS REQUIRED BY TNE BUILDING CODE. � m �
<br /> JOINTS IS 400 SF. � m �
<br /> 5. Tt1E CONTFZACTOR ShALL BE RESPONSIBLE FOR COORDINATING THE WORK OF � N
<br /> 4. NO STRUCTUf�AL MEMBER 5t1ALL BE CUT OR NOTCNED 5. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDS. ALL TRADES AND St1ALL Ct1ECK ALL DIMENSIONS. ALL D15CREPANCIES Sr-1ALL BE '
<br /> UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING 9• MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR GALLED TO Tf1E ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE � >
<br /> �ORMED WORK ShALL BE AS FOLLOWS: �
<br /> BY ThE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL STEEL EXP05ED TO EARTN Of� WEATNER St1ALL BE GALVANIZED PROCEEDING WITh TNE WORK.
<br /> INTERIOR WALL: 3/4° UNLESS OTt1ERWISE NOTED.
<br /> EXTERIOR WALLS, EXPOSED TO WEAThER: I %2° ' �
<br /> 5. PROVIDE PROPERLY SIZED WASt1ER5 UNDER hEADS AND 6. ShOP D(�AWINGS FOR PREFABRICATED TRUS5E5 AND MANUFACTURED FLOOR -
<br /> EXPOSED TO EARTh OR W E A T f 1 E R (#5 O R S M A L L E R): I i/2° `
<br /> NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON 7. ARCt11TECTURAL PLANS Af�E PART OF TNE STRUGTUfZAL DE51GN DIZAWINGS AND J015T5 5t1ALL BE SUBMITTED TO ThE ENGINEER FOR REVIEW PRIOR TO '
<br /> WOOD. "NOTE: CONCRETE CAST AGAINST GROUND SNALL HAVE 3" MIN. ARE TC� BE USED TO DEFWE DETAIL CONFIGURATIONS WCLUDING, BUT NOT LIMITED FABRICATION.
<br /> � G(�VERAGE TO, RELATIVE LOCATIONS AND ELEVATIONS OF ALL MEMBERS, ELEVATIONS �
<br /> 6. PROVIDE 3"x3"x0.229" WASt1ERS AT ALL ANCt10R � LOCATiON OF ALL OPENINGS, ETC. Tf1E ARCt11TECTUfZAL PLANS MUST BE USED IN 7. DRAWINGS WDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. "
<br /> BOLTS. I O. PIPES OTNER Tt1AN ELECTRICAL CONDUITS 5t1ALL NOT BE Tf1E D�VELOPMENT OF ShOP DRAWINGS. Wt1ERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
<br /> �MBEDDED I�1 STRUCTURAL CONCRETE EXCEPT Wt1ERE SPECIFICALLY ChARACTER TO DETAILS SNOWN, 51MILAR DETAILS OF CONSTRUCTION St1ALL BE �` �� '
<br /> � 5 C��`��
<br /> 7. BOLT F10LE5 St1ALL BE NOMINAL DIAMETER OF BOLT APPROVED. 8. REF�R TO ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL SNOWN OR USED SUBJECT TO REVIEW BY Tt1E ENGINEER. ��,�� o¢wASH,tic.�o - �
<br /> PLU5�6" UNLESS NOTED OTNERWISE. LAG BOLT PILOT NOTED ON Tr1E D(ZAWINGS AS TO LOCATION FOR WNICN TNE EXTENT IS NOT CLEAR. C,� y�' � ,�,
<br /> f-10LES Sr1ALL BE PR�-DRILLED TO 60% OF TI1E NOMINAL �I I . CONCRETE MlXES 511ALL BE PROVIDED IN ACCORDANCE WITI�1 ACI 94. UNLESS A LARGEfZ SIZE OF FILLET WELD IS SPECIFIED ON T�1E PLANS, PROVIDE 8. ALL DETAILS DESIGNATED AS STANDARD OR Tl'PICAL St1ALL OCCUR IN
<br /> f� :,, �
<br /> DIAMETER OF ThE LAG BOLT UNLESS NOTED OTNERWISE. 3 I 8 (WHEN STRENGTt1 DATA FROM TRIAL BATCHES OR FIELD MINIMUM SIZE OF WELD PER AISC SPECIFICATION AND TABLE J2.4. ADDITION TO ANY OTNER SPECIFIC DETAIL CALLED OUl-. � � _�~��' ";- � � 9 �
<br /> EXPERIENCE ARE NOT AVAILABLE). �-� �
<br /> �; �O `R�4.�~'l3 - . r�
<br /> 8. ALL SILL PLATES ShALL BE BOLTED TO Tt1E FOUNDATION 9. ALL STRUCTURAL WELDERS T0 BE CERTIFIED BY Tf-1E WAShINGTON AS50CIATION 9. COORDINATE WITN MECt1ANICAL PLUMBING AND ELECTRICAL DfZAWINGS FOR - '
<br /> 5 „ CEMENT CONTENT SACKS ED FOR DUCTS PIPES PIPE ` ��loN,�y�' �
<br /> WITI1 /8 MINIMUM DIAMETER BOLTS SPACED AT A OF BUILDING OFFICIALS (WABO) WELDERS�. SIZE AND LOCATION OF ALL OPENINGS REQUiR , , � %
<br /> MAXIMUM OF 48" ON CENTER. BOLTS MUST BE PER � - � :
<br /> SLEEVES, ELECTRICAL CONDUITS, AND OThER ITEMS TO BE EMBEDDED IN
<br /> „ LBS/CUBIC YARD CUBIC YARD , . ;A� � � ���� '
<br /> EMBEDDED A MINIMUM OF 7 INTO CONCRETE OR I O. IF Tt1E STEEL FABRICATORS SNOP DfZAWINGS DIFFER FROM ThE DESIGN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. �.��„ .� "
<br /> F'c (PSI) (MINIMUM)
<br /> MASONRY. 5EE PLANS AND DETAILS FOR SPECIFIC (MINIMUM) DRAWINGS APPROVED BY ThE BUILDING OFFICIAL, REDE5IGN DRAWINGS BEARING
<br /> REQUlREMENTS WNEf?� F,PPLICABLE. Tt-1E S�AL AND 51GNATURE OF TNE PROJECT STRUCTU(�AL ENGINEER ShALL BE I O. PI�OVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARC� DFTAILS Drawn B Ct1RIS
<br /> 2500 (no special inspection) 470 5 Y�
<br /> SUBMITTED ALONG WITH TNE ShOP DKP,UJINGS TO BUILDING OFFICIAL FOf� FOR NEATERS, MECNANIGAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL Checked B ChRIS
<br /> 9. RIM JOIST is TO.BE I%4° LSL MINIMUM. SEE NOTE A APPROVAL. SUSPENDED MECt1ANIGAL EQUIPMENT 5t1ALL BE SWAY OR LATERALLY BRACED. y'
<br /> 3000 5 I 7 5%2 Date: 03-29- I 8
<br /> I 0. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL .
<br /> PARTITION WALLS AND 50LID BLOCKING UNDER MIXES S11ALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. �
<br /> PERPENDICULAR PARTITION WALLS.
<br /> NO MORE ThAN A I " PLUS TOLERANCE SHALL BE ALLOWED. SDA JOB NO.
<br /> I I . GONTACT Ti115 OFFICE PRIOR TO MAKING ANY A) WNERE SPECIAL INSPECTION 15 NOT REQUIRED UNDER SECTION
<br /> Ct1ANGE5 TO TIIESE DETAILS. I 704.4 OF ThE I.B.C., CONCRETE ShALL 1�1AVE A MINIMUM CEMENT �TI�UCTU �AL "
<br /> CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. _
<br /> - NOTES
<br /> 8) DESIGN MIX (OTNER THAN AS SPECIFIED IN THIS TABLE) St1ALL BE .
<br /> SUBMITTED TO TNE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST � .s I �
<br /> USE. ��Y� C�`� �\/���`i�' °
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<br /> ��VI�V11�� F�� ��'��`�i�l� �.
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