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<br /> FOUNDATIONS
<br /> I . 7NE FOUNDATION DESIGN IS BASED ON TNE REINFORCING STEEL 7. D�WINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. '
<br /> BUILDING CODE REGOMMENDATION IN TNE INTERNATIONAL BUILDING CODE I . ALL REINFORCING STEEL Sf1ALL CON�Of�M TO ASTM A61 5 Gf�ADE 60 (fy = 60 WHE�i- CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
<br /> 20 I 5 INTERNATIONAL BUILDING CODE TAE3LE I 804.2. FOUNDATION WORK SNALL BE PERFORMED IN K51) FOR f3AR SIZES NO. 5 � LARGER, GRADE 40 (fy - 40 K51) FOf� NO. 3 AND GNAR��CTER TO DETAILS SNOWN, SIMILAR DETAILS OF CONSTRUCTION St-1ALL BE
<br /> ACCORDANCE WITN CHAPTER I 8 OF TNIS CODE. NO. 4 BAKS. USED SUBJECT TO R�VIEW BY TNE ENGINEER.
<br /> FLOOR LOAD �, �
<br /> DEAD LOAD : I 2 �5f 2. TNE FOUNDATION DESIGN 15 BASED ON THE FOLLOWING 2. ALL REINFORCING STEEL Sf-1ALL BE LAPPED AS NOTED ON TNE PLANS. WNERE 8. ALL DETAILS DESIGNATED AS STANDARD Of� TYPICAL SNALL OCCU(� IN � �
<br /> LIVE LOAD: 40 psf VA�_UES: LAP O(� Si�LICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON TNE ADDITION TO ANY OTNER SPECIFIC DETAIL CALLED OUT. � �,
<br /> ALLOW. 501L BEARING I 500 PSF CONSTRUCTION DOCUMENTS LAPS AND OR SPLICES SNALL BE 42 BAR DIA AND , G I N E �
<br /> ROOF LOAD SOIL FRICTION .35 BE WELL `>TAGGEf�ED. / 9. COOf�DINATE WITN MECNANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOk , ' � ,
<br /> DEAD LOAD: I 5 psf EQUIV. FLUID PRESSURES SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOf� DUCTS, PIPES, PIPE
<br /> FLAT ROOF SNOW LOAD: 25psf ACTIVE PRE55URE* 35 PCF 3. COMPL_ETE REINFORCING PLACEMENT Df�AWINGS PREPA�ED IN ACCORDANCE SLEEVES, ELECTRICAL CONDUITS> AND OTHER iTEMS TO BE EMBEDDED IN
<br /> SNOW EXP05URE FACTOR (Ce): I . I PA551VE PRESSURE 250 PCF WITN ACI 3 I 5 SNALL BE REVIEWED BY TNE ENGINEER AND AVAILABLE ON TNE JOB CONCRETE OR OTNERWISE INCORPORATED W STRUCTURAL WORK.
<br /> SNOW LOAD IMPORTANCE FACTOR (Is}: I .O SITE PRIOf� TO TNE PLACING OF CONC�ETE. � �
<br /> TNERMAL FACTOR (Ct): I . I 3. ALL FOOTINGS SNALL BE FOUNDED AT LEAST I 8" BELOW Tf1E I 0. PR.OVIDE OPENINGS AND SUPF'ORTS, AS REQUIRED PEf� STANDARD DETAILS Q� �
<br /> UN[�15TURBED GROUND SURFACE OR TO FROST DEPTN. ALL 4. WELDED WIRE FABRIC SNALL CONFORM TO ASTM AB2 AND A I 85 AND SNALL FOR FIEATE�S, MECNANICAL EQUIPMENT, VENTS> DUCTS, PIPING> ETC. ALL � 0
<br /> WIND DESIGN DATA FODTINGS SNALL BE FOUNDED ON COMPACTED FILL OR BE 6x6 W2. I NV2. I UNLE55 OTNERWISE NOTED. LAP �EINFORCEMENT 6" SUSPE=NDED MECNANICAL EQUIPMENT SNALL BE SWAY OR LATERALLY BRACED � N
<br /> I . BASIC WIND SPEED: I I 0 MPN UNDISTURBED NATURAL GRADE UNLESS OTNERWISE NOTED. MINIMUM, U N
<br /> 2. WIND IMPORTANCE FACTOR (Iw): I .O � '
<br /> . {
<br /> 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING 5. ANCNOR BOLTS, DOWELS AND OTNEf� EMBEDDED ITEMS SNALL BE SECURELY U� � ' s '
<br /> BUILDING CATEGORY: II N ;} .
<br /> SNALL CON515T OF TNE EXCAVATED MATE�IAL AND/OR TIED IN PL.ACE BEFOf�E CONCRETE IS POURED. SLAB ON GRADE REINFOf�CEMENT F tS� j O �- �
<br /> 3. WIND EXPOSURE: B A
<br /> 4. Kzt - I .38 IMF'ORTED BOf�ROW AND Sr-1ALL BE FREE O� ORGANIC MATTER, SNALL BE PLACED AT MID-DEPTh OF SLAB AND SNALL BE NELD SECUf�ELY IN � x•• p
<br /> 5. INTERNAL PRESSURE COEFFICIENT: NA TRA5t1, LUMBER, OR OTNER DEBRIS. ALL WALLS SNALL BE PLACE WITr-1 MECNANICAL DEVICES DUFING PLACWG OF TNE CONCRETE. � � Q v -
<br /> G. APPLICAB�E WIND PRESSURE FOR ADFQUATELY BRACED PRIOR TO BACKFILLING. FILL AND � W 0� �- �
<br /> COMPONENTS AND CLADDING: NA BAC:,KFILL SNALL BE DEPOSITED IN LAYER S N O T T O E X C E E D 8
<br /> PRE�ABf�ICATED WOOD I-JOISTS � U � �
<br /> INCNES Tt11CK, �f,OPEf�LY MOISTENED TO APPROXIMATE _ _ � �
<br /> SESIMIC DESIGN DATA OPTIMUM REQUIREMENTS AND TNOROUGhLY ROLLED OR � �
<br /> � � � �
<br /> I . TNE JOI�TS SNALL 8E MANUFACTURED BY TRUSS JOIST MACMILLAN p � � �
<br /> COMPACTED WITN APPROVED EQUIPMENT IN 5UCt1 A MANNER ° Lp � N • �
<br /> I . SEISMIC IMPORTANCF FACTOR: I .O INCORPOf�ATED Of� APP�OVED EQUAL AND SHALL BE FABRICATED IN L � �
<br /> SEISMIC USE GROUP: i AN[� EXTENT AS TO PRODUGE A RELATIVE COMPACTION OF 90% ACCORDANCE WITN ASTM D 5055. (SUBSTITUTIONS MUST BE APPf�OVED BY TNE J O � 6� � ���
<br /> 2. SPECTf�AL RESPONSE ACCELEf�ATION (Ss): I 25.9% G OF MAXIMUM P0551BLE DENSITY AS DETERMINED BY ASTM STRUCTU�',AL ENGINEER IN WRITING, PRIOR TO INSTAL.LATIQN) g m W m �
<br /> 3. SITE GLASS: D (A55UMED) D I 557. NAND TAMPERS Sf-1ALL WEIGN AT LEAST 50 POUNDS
<br /> � m
<br /> 4. SPECT�AL RESPONSE COEFFICIENTS (SDS): 83.9%G EACN AND SNALL t1AVE A FACE Af�EA NOT IN EXCE55 OF 64 �
<br /> 5. SEISMIC DESIGN CATEGORY: D
<br /> SQUARE INCNES. t1AND TAMPERS MAY BE OPERATED EITNER 2. 5EE PLANS FOR SIZ�, TYPE, AND LOCATIONS OF I-JOISTS. � �
<br /> MANUALLY OR MECNANICALLY AND 5t1ALL BE USED WNE�E �
<br /> �. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SNEARWALLS LAf�GER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE 3. TNE JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITN Tf-1E � �
<br /> 7. DESIGN BASE St1EAR: SEE CALCULATIONS PLANS AND TNE MANUFACTURERS INSTALLATION REQUIREMENTS AND � z
<br /> 8. SEISMIC RESPONSE COEFFICIENT (C5): 0.090 US�D. STRUCTUfZAL FILL OVER I 2" DEEP ShALL COMPLY WITH A
<br /> GEOTEChNICAL REPORT. RECOMMENDATIONS. CONTRACTOR SNALL GIVE NOTIFICATION Pf�lOf� TO � �
<br /> 9. RESPONSE MODIFIGATION FACTOR (R): 6.5 ENCLOSING THE J015T5 TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF TNE �
<br /> 10. ANALY5IS PROCEDURE USED: EQUIVALENT LATERAL �
<br /> INSTAL�ATION. PROVIDE BRIDGING, CONTINUOUS LATEI�AL BfZACiNG, AND
<br /> FORCE PROCEDURE DIAGONAL BRACING BETWEEN ThE JOISTS PEf� TNE MANUFACTUf�ER'S G
<br /> �RAM(NG LUMBER CONCRETE RECOMMENDATIONS. H L z °
<br /> I . AL_L CONCf�ETE UNLESS OTNERWISE NOTED SNALL BE REGULAR �
<br /> i . �RAMING I UMBER SNALL BE HEM-FIR NO. 2. GfZADES � '�`' x
<br /> WEIC�NT NARD ROCK TYPE ( I 50 PCF) AGGREGATES SNALL CONFORM TO 4. SNOP D�AWINGS AND CALCULATIONS SNALL BE SUBMITTED TO THE ENGINEER E W
<br /> ARE TYPICAL UNLESS OTt1Ef�WISE NOTED ON PLANS. ASTM C33 WITN P�OVEN SNRINKAGE CNAfZACTEf�15TICS OF LESS TNAN FOR APPf�OVAL PRIOR TO FABRICATION. DfZAWINGS AND CALCULATIONS SNA�L �
<br /> LUMBER TO BE GfZADE MARKED PER WCLIB � ���% BE STAMPED AND SIGNED BY A REGISTERED Pf�OFESSIONAL ENGINEER. TNE ., •,; .,:' ,,� ,: ,y, ,� . : : � , . . , .,�a ' . �; ,� .• � . �� .'': . ';�d.'.'. :: . ;, : .
<br /> SPECIFICAT�ONS. Df�AWING� 5r-1ALL SNOW ALL CRITICAL DIMENSIONS AS WELL AS Tf1E LOADS TF1E '� � � ' • : � �•' � .�� ��'� ."� ��� �� � '� �•�� � a ��'� ' � ���' • ' �:� � �N'1
<br /> , . . i . '�•a � �� : ;d�'�� i..d . ' ' .�. • . � . ~ ���• � �� . �. 'd '�.� ' w I I I I .
<br /> 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRE551VE JOISTS ARE DESIGNED TO SUPPORT. TNE J�15T5 ARE TO BE E(�ECTED AND '. '. ,.�•' �,� ' :, .� •: ,;� ' � • �'a• ' � � �'�'" � ' �` � �•: �.� ~ �''�:%"� �`' �' " �'°'�
<br /> 2. STRUCTURAL SNEATNING SNALL BE APA RATED ' ' "� ��� ' ' � '' �. � �' � � � � � �� ' ���
<br /> STRf=NGTN (f'c) OF 2500 P51. WNERE 3000 PSI CONCRETE IS REQUIRED INSTALLED IN ACCORDANCE WITN TNE PLANS APP�OVED FAB�ICATO(� DfZAWINGS . ��a'� � ' � .��. :•� ' • � • � '� �'� � ���� ��`"�' � '�'� " •�� ' ��� ��. : ,�
<br /> PLYWOOD, EXPOSU(ZE I SNEATNING CONFORMfNG TO ' ' . . ����°��. �� : � • • � '•� ��. � ��°• � '�� . w
<br /> BYTNE BUILDING DEPARTMENT FORWEATf1ERING PURPOSES ONLY, NO AND WST�LLATION SUGGESTIONS. CONTfZACTO� SNALLGIVE NOTIFICATION : •�., : �� ' '°'• '� ' ';..''. '. � '''' ' '? '�' •.: ��.,'� �� ,;:' �; '�:,, �' � � '''�q ''.., Q
<br /> EITNER COMMERCIAL STANDARDS P5 I -83, APA PRP- I 08, SPECIAL INSPECTION IS REQUIRED. PRIOR TO ENCL051NG TNE JOISTS TO P�OVIDE AN OPPOf�TUNITY FOI� INSPECTION • ' ° .• � . ` ! ' .' �' '.' ��•�� ' '` ''' '' � ' �' ''4� "� '�' " •'� � �' � ��` �;.
<br /> OR VOLUNTAf�Y PRODUCT STANDARD PSE-92. PROVIDE A OF Tf1E IN�TALLATION. DESIGN AND PROVIDE BRIDGING, CONTINUOUS LATEfZAL �
<br /> MINIMUM OF 3/8° EDGE DISTANCE ON ALL NAILS AND %8" 3. CEMENT Sf1ALL CONFORM TO ASTM C I 50, TYPE I, CSA NORMAL. B(�ACING, AND DIAGONAL BRACING BETWEEN TNE J015T5 PER TNE � '
<br /> �:
<br /> EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM AO DOUBLE TOP PLATE W/ EDGE NAILING �G HOLDOWN PER SCHEDULE AND z
<br /> MANUFACTURER'S RECOMMENDATIONS. STAGGER� PLAN HD ��
<br /> SNEATt11NG REQUIf�EMENTS ARE A5 FOLLOWS: 4, N1AX�MUM S�UMP St1ALL NOT EXCEED 4 INCNES IN FLATWORK. � C ( Q8-SDS3 SHOWN) •
<br /> f�00F SNEATNING TO BE15/32" INT-APA fZATED B SHEARWALL EDGE NAILING AT ALL PANEL
<br /> 7 , ROO� T�USS O HU COORDINATE ALL STUD AND
<br /> PLYWOOD Of� /6 OSB WITN EXTERIOf� GLUE, P.I. 5. P�.ACEMENT OF CONCRETE St1ALL BE IN CONFORMANCE WITN ACI EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ SHEARWALL
<br /> 24/O. NAIL WITN 8d NAILS AT 6" ON CENTER AT 30 � . I . THE TRUSSES SNALL BE DESIGNED BY TNE FABRICATOR TO FIT DIMENSIONS C WHERE APPLICABLE. U L SCHEDULE REQUIREMENTS
<br /> PANEI EDGES AND I 2" ON CENTER AT INTERMEDIATE AND LOADS INDICATED ON TNE PLANS AND IN TNE STRUCTURAL NOTES. ALL O EDGE NAILING TO HOLDOWN POST (F L
<br /> MEMBERS. 6. GONGRETE SNALL BE MAINTAINED IN A MOIST CONDITION FOR A � HEIGHT STAGGER INTO DOU�LE STUDS �O EDGE NAILING TO POSTS, TRIM
<br /> DESIGNS ,�NALL BE IN ACCOf�DANCE WITN ALLOWABLE VALUES ASSIGNED PY TNE p � » STUDS, AND KING STUDS I�J LL_1 �
<br /> MINIMUM OF FIVE (5) DAYS AFTE� PLACEMENT. ALTERNATE METt10D5 BUILDING CODE. CONCENTf�ATED MECNANICAL ROOF LOADS SNALL BE INCLUDED O STUDS C�? 16 ON CENTER �
<br /> 5U8 FLOORING TO �E 3/4" TONGUE AND GROOVE C-D WILL BE APPROVED IF SATISFACTOf�Y PERFORMANCE CAN BE ASSURED. �N Tt1E DESIGN. VERIFY WEIGNTS AND LOCATIONS WITN TN� ARCf11TECT. SNOP OO PRESSURE TREATED SILL PLATE WITH
<br /> QK BEARING STUD FOR HEADER (�(
<br /> INT-APA RATF_D PL`(�NOOD OR 058 WITt1 EXTERIOR DfZAWiNGS MUST BE RETAINED AT TNE JOB SITE AND AVAILABLE TO TNE BUILDING EDGE NAILING AND ANCHOR BOLTS PER Z � �
<br /> GLUE, P.I. 48/24. GLUE AND NAIL WITN I Od NAILS E
<br /> 7. KFYED CONSTf�UCTION JOINTS SNALL BE USED IN ALL CASES. ALL INSPECTO�'� FOR f�EFERENCE. TNE TRU55 CALCULATION PACKAG� SNALL BE SHEARWALL SCHEDULE. � RIMJOIST TO BE 1Y2" MIN ' �-1 � �
<br /> AT 6 ON CENTER AT PANEL EDGES AND I 2 ON � ,
<br /> �� �� CONSTRUCTION JOINTS 511ALL BE Tt10f�0UGNLY CLEANED AND ALL DESIGNED UNDER TNE DIf�ECT SUPEI�V1510N OF A PROFESSIONAL ENGINEE� �TOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS AT ALL ; � "�
<br /> CENTER AT INTEf�MEDIATE MEMBERS. LAITANCE SNALL BE REMOVED. ALL VEf�TICAL JOINTS SNALL BE LICENSED W TNE STATE OF WASNINGTON. TNE TRUSS ENGINEEf� SNALL A55UME SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS -
<br /> TNOROUGN�Y WETTED AND SLUSNED WITt1 A COAT OF NEAT CEMENT ALL ESPD TNE WO K OF ALL 5UB0 DINATES INVOLVED IN TNE SPLICE ON STUD. � � �
<br /> 3. NAILING SNALL CONFORM TO TABLE 2304.9. I OF TNE � NSIBILITY FO� R R � `--- � .
<br /> IMM�DIATELY BE�ORE PLACING NEW CONCRETF. PREPAfZATION OF TNE TRUSS PLACEMENT PLANS AND Tt1E TRUSS DESIGN
<br /> INTERNATIONAL BUILDING CODE UNLESS NOTED DRAWINGS. A TI O N W R � � "
<br /> OTHERWISE. U5E COMMON NAILS TNROUGNOUT UNLESS g, SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR S TD . S H E A R WA �L E LE V M N
<br /> NOTED OTNERWISE. JOWTS SNALL BE LOCATED TO MINIMIZE EFFECTS OF SNRINKAGE A5 � SCALE: Y2"=1 '-0" � �
<br /> ' ___1
<br /> WELI� AS PLACED AT POINTS OF LOW 5TRE5S. MAXIMUM AREA OF POUR 2. SNOP D(zAWINGS AND CALCULATIONS SNALL BE SUBMITTED TO TNE ENGINEER � � �
<br /> 4. NO STRUCTUfZAL MEMBER St1ALL BE CUT Of� NOTCf1ED JOINTS IS 400 5F. FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS St1AL.L BE ' � N �
<br /> UNLESS SPECIFICALLY DETAILED OR APPf�OVED IN Wf�iTWG STAMPED AND SIGNED BY A REGISTE�ED Pf�OFES510NAL ENGINEER. TNE W � �
<br /> BY TNE STRUCTU(ZAL ENGINEEf�. 9. MINIMUM COI��C�ETE COVERAGE OF REINFORCING STEEL FOR DRAWINGS St1ALL SNOW ALL CRITICAL DIMENSIONS A5 WELL AS TNE LOADS TNE � � � ' '
<br /> FO�MED WOf�K SNALL BE AS FOLLOWS: TRUS5E5 ARE DESIGNED TO SUPPOf�T. TNE TRUSSES ARE TO BE ERECTED AND U--� '
<br /> 5. PROVIDE PROPERLY SIZED WASNERS UNDER HEADS AND INTERIOR WALL: 3/4" INSTALLED IN ACCORDANCE WITN TNE PLANS, APPROVED FABRICATOf� Df�AWINGS,
<br /> NUTS OF ALL BOLTS AND LAC SCREWS BEARING ON EXTERIOR WALLS, EXPOSED TO WEATNER: I �/z" AND INSTALLATION SUGGESTIONS. CONTfZACTOR SNALL GIVE NOTIFICATION P�IOf�
<br /> WOOD. EXP05ED TO EARTf1 OR WEATNER (#5 OR SMALLER): I %2" TO ENCLOSING TNE TRUSSES TO PROVIDE AN OPPOf�TUNITY FOR INSPECTION OF '
<br /> *NOTE: CONCRETE CAST AGAINST GROUND SNALL t1AVE 3" MIN. Tt1E INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN TNE TRUS5E5,
<br /> 6. PROVIDE 3"x3"x0.229" WASNEf�S AT ALL ANCNOR COVERAGE CONTINUOUS LATERAL BRACING AND DIAGONAL B(ZACING PE� TRUSS PLATE '
<br /> BOLTS. INSTITUTE RECOMMENDATIONS. St10P Df�AWINGS MAY CONTAIN T11E
<br /> I O. f'IPES OTHER TNAN ELECTRICAL CONDUITS SNALL NOT BE MANUFACI"URERS ENGINEERING RESPONSIBILITY LIMITATIONS. t10WEVEf�, TNEY
<br /> 7. BOLT NOLES St1AI L BE NOMINAL DIAMETEf� OF BOLT EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WNERE SPECIFICALLY Sf-1ALL MAKE NO STATEMENT AS TO Tt1E ENGINEER OF RECORD �ESPONSIBILITIES.
<br /> PI U5%6" UNLESS NOTED O�t1Ef�WISE. LAG POLT PILOT APPf�OVED. ���y� � '.
<br /> NOLES 5t1ALL BE PRE-DRI_L�D T� 60% OF TNE NOMINAL $`� ° w�s �
<br /> DIAMETER OF TNE LAG BOLT UNLESS NOTED OTHERWISE. I I . C.ONCRETE MIXES ShALL BE PROVIDED IN ACCORDANCE WITN ACI
<br /> G E N E RAL � c,���`� �� �`'''n��, :,k =
<br /> � � �
<br /> 3 I 8 (WNEN STRENGTN DATA F(�OM Tf�IAL BATCt1E5 OR FIELD I . ALL MATERIALS AND WORKMANSNIP SNALL CONFORM TO Tt-1E CONTfZACT D�AWINGS. �
<br /> I DATION r � w ����� ..
<br /> 8. ALL SIL_ PLATES SNALL BE BOLTED TO TNE FOUN EXPERIENCE ARE NOT AVAILABLE). �/ -. �� R �--. � �'
<br /> WITf1 5/g" MINIMUM DIAMETER BOLTS SPACED AT A 2. DURIN� TNE CONSTRUCTION PERIOD TNE CONTRACTO� SNALL BE RESPON5IBLE �O(� �° �����
<br /> MAXIMUM OF 48" ON CENTEf�. BOLTS MUST BE CEMENT CONTENT SACKS �'sIQN,�.��'�
<br /> EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR PE� TNE SAFETY OF TNE BUILDING. Tf-1E CONTRACTOR SNALL PROVIDE ADEQUATE SNOf�ING,
<br /> MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC LP5/CUBIC YARD CUBIC YARD BRACING AND GUYS IN ACCORDANCE WITN ALL NATIONAL, STATE AND LOCAL SAFETY ���,� � � ����
<br /> REQUIREMENTS WNEf�E APPLfCABLE. F'c (�'S1) (MINIMUM) ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOf� TO ERECTION.
<br /> (MINIMUM) 3. ALL Ef�ECTION Pf�OCEDURES SHALL CONFORM TO OSNA STANDA(�DS. ANY
<br /> 9. RIM JOIST IS TO BE I%" L5L MINIMUM. 2500 (no special m5pection) 470 5 Drawn By: CNRIS ,E
<br /> SEE NOTE A DEVIATION MUST BE APPf�OVED BY OSNA PRiOf� TO ERECTION. Checked By: CNRIS ''� '
<br /> :;�
<br /> I O. PROVIDE DOUBLE JOIST UNDER ALL PAfZALLEL 3000 5 I 7 5��2 4. TNE CQNTRACTOf� SNALL BE SOLELY RE5PON51BLE FOR ALL CONSTRUCTION Date:06-02- I 7 °
<br /> PARTITION WALLS AND SOLID BLOCKING UNDER PROCEDURES INCLUDING LAGGING 5N0(�ING AND PROTECTION OF ADJACENT
<br /> PERPENDICULAR PARTITION WALLS. MIXES SNALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55. PROPERTY, STRUCTURES, STf�EETs AND UTILITIES IN ACCORDANCE WITN ALL NATIONAL, .
<br /> NO MOf�E Ti-1AN A I " PLUS TOLERANCE ShALL BE ALLOWED. 5DA JOB NO.
<br /> I I . CONTACT TNIS OFFICE PRIOR TO MAKING ANY S T A T E A N D L O C A L S A F E T Y O R D I N A N C E S. 8 O� I
<br /> CNANGES TO TNESE DETAILS. A) WNEf�E SPECIAL INSPECTION 15 NOT REQUIRED UNDER SECTION �
<br /> I 70��-.4 OF TNE I.B.C., CONCRETE SNALL NAVE A MINIMUM CEMENT 5. TNE CONT(ZACTOR SNALL BE f�E5PON51BLE FOR COO�DINATING TNE WORK OF ALL
<br /> CONTENT OF 5 5ACK5 PER CUBIC YARD OF CONCRETE. TfZADES AND SNALL CNECK ALL DIMENSIONS. ALL DISCREPANCIES SNALL BE CALLED TO STf�U�TU (�AL
<br /> TNE ATTENTION OF TNE ENGINEEf� AND BE RE50LVED BEFORE Pf�OCEEDING WITN TNE NOTE�/
<br /> B) D�SIGN MIX (OTNEf� TNAN AS SPECIFIED IN TNIS TABLE) SHALL BE �/ORK.
<br /> t::
<br /> SUBMITTED TO Tt1E BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST DETAI L� � �
<br /> 6. SNOP DRAWINGS FOR Pl�EFABRICATED TRUSSES AND MANUFACTUf�ED FLOOR � `'
<br /> USE. J015T5 SHALL BE SUBMITTED TO TNE ENGINEER FOf� REVIEW Pf�IOR TO �ABRICATION.
<br /> � � I . o ..
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