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<br /> �������. �������,.���rL �����
<br /> c�NERATOR PER MECH & ELEC SEE B/S281 Fo� -�f���-�����/� TNF FtJLLOWING N«TES APPLY UNLESS INDICATED OTHERWISF: SCRE�N ANCHOR�:
<br /> 1-6 � GENERATOR PER ELEG ---_ �
<br /> � �GENERATOR ANCHORAGE �---�� CODE: "TITEN HD" BY SIMPSON STRONG-TIE A�1CHaR SYSTEMS OR "VVEDGE-BOLT+" F�Y POWERS ?
<br /> ��� �� 12 -� � i� BASE FRAME � FASTENERS OR APPROVED E�UAL. ICC CERTIFIC�TfON REc�UIRED. SPECIAL INSPECT(ON REC�UIRED. � .
<br /> � � PER MA�aUFACTURER —�� � DES�GN SU1L PRr SSl)RE: � '
<br /> CONTRACTOR'S OPTION TO
<br /> � ANGHORAGE PER MFR, _�����, EXISTING STRUCTURE:
<br /> CUT FLUSH W/ NEW F�1D PR«VInE �11N 3/4" r��A HAs � � � � 2000 PSF ��AX DEAD + LIVE LOAQ. SITE GLASS L. �
<br /> „ ., .
<br /> STAINLESS 316 THREaDED
<br /> OR REP�IOVE AS REQUIREQ � � - - - - � EXISTING STRUCTURAL DIMENSIONS ANG MEMBER SIZES ARE FOR REFERENCE ONL'r. CONTRACTOR
<br /> \ Roa w/ �" HILTI HIT—RE \ CAST FOOTINGS ON COMP�CTED STRUCTURAL FILL, CAST SLAB �(�! GRADE OVER 6" THICK
<br /> � (E) CONC SLAB ON / 500 V3 EMBED. MIN (7) `� SHALL VERIFY ALL QIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SNALL
<br /> GRADE ANCHORS EA. SIDE. \ COMPACTED GRANULAR FILL OVER COMPACTED SUBGRaDE. PRESUMPTIVE SOIL LOAD-BEARING VERIFY THE ACTUI�L CONFIGURATION UF EXISTIN� CONSTRUCTIQN AND THE CONDITION OF THE
<br /> - �5 ° �2 E`�� T&� - \� ,\ V�LUE ASSUMED TO 8E 2000 PSF ALLOWABLE AS PER IBC 2012. STRUCTURE BEFORE BEG(NNING V�lORK. ANY DISCREPANCIE� OR UNSOUND CONDITIONS SHALL BE
<br /> __ _ �� CONC PAQ PER PLAN -�� � REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO MECHANICAL
<br /> �i � � a . ° , , , � 4/ '��,, `�, DESIGN LOADS: ANU ELECTRICAL PLANS FOR DUCTS, PIPING, E��IBEDMENTS, AND OPENINGS NOT SHOW�1.
<br /> _� � - � . � Q :r . � � � , \
<br /> 4
<br /> � � � � a a WIND = 110 MPH 3 SECOND GU�T , �
<br /> - . I- -• � ' ° a a ° � . � � , r � } MISCELlANEOU�: ,
<br /> �- ° a � ' E�PO�URE C, �
<br /> _� . � ., �a � � � � � � �„ � .a ,� - ?_2.� PS�
<br /> T--� - ° � � ° TYP � � aZ CONTRACTOR SNALL_ E�E RESPONSIB�E FOR �LL REQUIRED �AFETY PRFCAI�TIONS AND THE �
<br /> � / - . � o � • � � , SEISMIC = SFISMIC DEMANQS ON NONSTRUCTURAL METHODS, TECHNIQ�JES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. IF
<br /> .W°OWO�A`��° Oocno o?G,{p��g00%J'��r�. ._ � •
<br /> °° °'°°��° °°°� �� ,� COMPONENTS PER aSCE 7-10 13.1 .3 ANY ERROR OR OMI��ION APPEARS IN THE�E DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMEf�1TS,
<br /> �4 @ 12 EPDX�� ��.�°��,�.�����a�°�� ��o�,����:oxo�o��o�=o���°o:�°,�� � �� THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRIl�ING OF SUCH OMISSION OR ERRUR
<br /> DOWELS W/ 5" �_� _ � ,�. � v � � !p = 1 .5, ap = 1 .O, Rp = 2.5 _ �
<br /> EMBED � � � � � �\ � o" COARSE AGGREGATE BASE �' � - �S = Q.962 BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FUI L RESPONSIBII ITY FOR THE CO�T TO
<br /> (OPTIONAL) � RECTIF`( SAME.
<br /> 1-1/4 P�iINUS CRUSHED ROCK.,
<br /> #4 @ 18 E'N TR B COMPACTED TO A FIRM AND SNOW = P = 20 PSF
<br /> (OPTIONAI ) � NON—YIELDING CONDII�IUN 1:,9 = 1 .0 THE ENGINEER HAS NOT �EEN RETAINED TO PROVIDE DESIGN AND/OR C{JNSTRUCTION REVIEV'J I �=�
<br /> ` NATURAL SUIL OR STRUCTURAL FILL, Ce = � ��, �t = � �Q SERVICES RE�_ATED 10 TNE CONTRACTOR'S �AFETY PRECAUTIONS OR THE MEANS, METH�D�,
<br /> STABLE AND COMPACTEU � E �l �RATO R I �AIVI � PT = 25 P�F TECHNIQUES, SEC�UENCE� OR PROCEDURES FOR THE CONTRACTOR TO PERFOF�M THEIR WORK.
<br /> � I � / - �� R�INFC�RCEQ CONCRETE: � �
<br /> I V A IV C J E � � �� G E �l E RATO R A� T� � 0 f�l C F� E TE P�D A�1 C H C� RAC� E B REFER TO MECHANICAL ,�ND ELECTRICAL DR,�WINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, �
<br /> S C A L E: 3/4" = 1 '-0" 1S19 S281 S C A L E: 3/4" = 1 '-0" 5281 GENERAL: P I PI�d G, C O N D U I T S, F T C, N O T SH�WN.
<br /> �
<br /> FLUSH WELD GALV PIPE CAP ' � ' � ' � ' aLL CUNCRETE - f'c = 4500 PSI, MAXIMUM W/C = .45, MININIUM 5 1/2 SACKS C�F CEMENT REFER TO SPECIFICATIONS FOR INFORMATION NO-f CONTAINED IN THESE GENERAL NOTES.
<br /> _ � �-GA� PER CU81C 'fARD, MINIMUPrI 6� ENTRAINEQ AIR. SUBMIT MIX DESlGN. SEE SPECIFICAT(ONS FOR
<br /> -� ��HAI�� A�MIXTURES. SPECIRL INSPECTfON RE�.�UIRED.
<br /> TOP PLATE ,,\/ --� "��; - QU�,LiTY A��URA�1�� F'�.A� :
<br /> �� 4" DIA SCH. 80 PIPE i � C\� � � � _ _ _ � ALL CONCRETE SHALL BE MIXED, PROPQRTIONED, CONVEYEQ AND PL�CED IN ACCORDANCE WITH QUALITY ASSURAf�lCE PER SECTION 1705 IBC 2�J12. �
<br /> ��� f
<br /> -i POST SLEEVE—�\ `'��,� � ��, � J a �� � �� X 3�_1» � �L THE AMERIC�,N C�JNCRETE INSTI�TUTE'S SPECIFICATIdNS FOR STRUCTURAL CONCRETE FOR BUILDWGS
<br /> � I ! '� � (E) CONC. WA�� � � ' � < ' � V'd/ 4" HILTI HIT HY-200 �ACI �01�. SPECIAL INSPECTIONS AND TESTING TO BE PRUVIDED:
<br /> �As� P�TE � ��. - FPox'f E�1BED, M�N. STRUCTURAL CONCRETE DRILLED I(�1 EPDX'( ANCHORS '
<br /> �. � �
<br /> � � \, � �� a ' �° � ,_ /%/ COVER TO FACE OF 4VALL, PROVIDE 3 4" CHF�MFERS AT CONCRETE EDGES AND CORI�IERS.
<br /> `' _ _ ��.� � � ,- z" � REINFORCING STEEL
<br /> � J �
<br /> � ° INFILL AT 3'-0"x5'-0" ,
<br /> � � � � � a � ^ � �� LOUVER OPENI�IG W/ EXPOSURE CATEGORIES AND C,LASSES (ACI 318-11 , TABL� 4.2.1) TYPE AND FREQUENCY OF SPECIAL INSPECTION:
<br /> � '-' � �° �� Q ° �' CdNCRETE CORROSION PROTECT(��l SPECIAL INSPECTIONS TO �'ONFORM TO IBC SEGTION 1704.
<br /> LUPE 1 '' � �`— �' Q =� � ° � s= �11N F'r, MF�X FREEZING SULFATE PERMEABILITY �
<br /> ��_ � %� ;' AND THAWING OF REIN�ORCEMEf�1T i � �
<br /> � � ,� � a � / Psi w/cM FX sX �� �x REQUIRED FRE(�UEfvCY AND QI�TRIBUTI�JN OF TEST AND SPECIAL INSPECTIUN REPORT.�:
<br /> __,
<br /> j-�^ � � ' �"" ' �' ' � ' � ' ° ° `J . ' -- - F� �o PQ �� - WEEKLY PE� SPECIFICATION �ECTIO�J 01450�.
<br /> �
<br /> ` <; ,a a _I_ (�) �4 W/ #4� �' � vU� , � I� 4500 p•�5 (MODERATE) (N4T APPLICABLE) (NOT APPLICABLE) (MODERATE) .
<br /> ., �� , i� / A TIES � 8" o.c. '�,, ; ° J � ' I I B� �01 � T,�BLE °� 70�.3 �
<br /> N ��, ( d � � a REINFORCING STEE�: REQUIRED VERIF{�ATIQN ANC7 1f�SPECTION OF CONCRETE CONSTRUCTION
<br /> � a 4 a
<br /> � 1" DIA PIN x I 0", ° � � -- °
<br /> � DRILL THROUGH & N1ELD ° - r " � � � , UNLESS OTHERV�JISE NUTED, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. VERIFICATION A��� INSPECTION coNT���uous PERIODIC
<br /> - � � � �' �4 X � -1" � 12 SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS (INCLUDING HOOKS AND BE�1DS} PER
<br /> i TO SLEEVE J -� � � � � W/ 4" HILTI HIT HY-200 ACI 315 MaNUAI OF STANDARD PRACTICE AND ACI 318. LAP BARS WITH A CLASS B SPLICE. � � �NSPECT�oN OF REINFORCING STEEL, INCLUDING PRESTRESSING _ X
<br /> N � � EPDXY EMB�D, CTR (�N TENDONS, AND PLAC�MENT.
<br /> .. /— ROUf�lD CONC PIER F7G �� a � Wa�� �— v �_
<br /> ASTP�i A7Q6, GRADE 60, REINFORCING STEEL SHALL BE USFQ FOR: 2. �NSPECT�oN OF REINFORCING STEEI WE�DING IN ACCORDANCE WITH _ _
<br /> _ _ �— DRAIN TUBE TABLE 1704.3, ITEM 5F3.
<br /> ' �� � � P�AN �—A -��' - - WELDED UR FIELD-�ENT BARS r r � .
<br /> � 3. INSP�CT BOLTS TO BE INSTALLFD W CONCR�TE PRIOR TO AND ,
<br /> ALL REII�lFORCI(�!G STEEL CALLOUT� ARE IN INCHES 0�1 CENTER UNLESS OTHERWISE NOTED. pu�iNc; PLF�CEMENT oF CONCRETE WHERE ALLOWABLE �o�c�s HAVE x -
<br /> � BEEN INCREASED.
<br /> �
<br /> _ 1'-6" I NO BARS PARTIALLY EMBEDDED IN HARDENED COf�1CRETE SHALL BE FIELD BENT UNLESS SO �-. ir�sPECTio� OF ANCHORS INSTALLEQ iN HARDENED CONCP,ETE. - X �
<br /> R E�l OVAB �E BO ��AR D ASS E�� B �Y � � WA�� I N FI �� AT _0 U\/ER 4 � DETAILED QR APPROVED BY THE STRUCTURAL ENGINEER. 5. vERl���i� usE oF REQUIRED DESIGN N��x. - x
<br /> 6, AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
<br /> SCAI_E: 3/4" = 1 '-0" 1S19 S281 SCALE: 3/4" = 1 '-0" 1519 S281 AT TIME OF CONCRETE PLACEMENT, REINF�RCING SHt�LL BE FREE OF ANY MUD, OIL, GREASE, SPECIMENS Fo� STRENGTN TESTS, PERFORM SLUMP AND aiR _
<br /> ETC. THAT MAY DECREASE BOND. CONTENT TE�Ts, AND DETERMINE THE TEMPERATURE OF THE X
<br /> CONCRETE.
<br /> f=00TINGS/PADS: �. ���sPECTioN OF CONCRETE Af�lD SHOTCRETE PIACEMENT FOR x ._
<br /> PROPER APPLICATI0�1 TECHNIQUES. .
<br /> �ONC�ETE C�VER 3�� FOR C�NCRETF CAST AGAINST AND PERM�NENTLY EXPOSED TO E�F;TH. �. �NSPECT�o�v FOR MAIf�iTENANGE OF SPECIFIED CURING TEMPERATURE X '
<br /> PROVIDE CORNF_R BARS OF SAME SIZE AI�1D f�IUMBER AT CQ�NERS ANU INTERSECTIONS, LAP �0 ANU TECHNIC�UES. -
<br /> DIAP�IETER EACH LEG. �. �NSPECT�o�� OF PRESTRESSED CONCRETE:
<br /> �-�IGIDLY SUPPORT B�RS WITH CO�ICRETE BLOCKS OR APPROVED ACCESSORIES. a. APPucaTior�a OF PRESTRESSING FORCES. :� -
<br /> B. GROUTING OF BJNDED PRESTRESSIP��G TENDONS IN THE ,
<br /> GROUT: � `�EISMIC-FORCE-RESISTING SYSTEM. ' �
<br /> 10. ERECTION OF PRECAST CONCRETE MEMBERS. - X
<br /> GROI�T - 5,000 PSI MINIMUM 7-Da`( GUBE STREf�lGTH PER ASTM C1 i 57-11 . GR�JUT TO BE 1 1 . VERIF!CATION oF w-slTu cor��CRETE SfRFN��N, p��o� To
<br /> PREMIXED, NON-SHRI�lK, N01�!-METALLIC HIGH STRENGTH GROUT CONFORMING TO A�TM STRESSING ��F TEf�ID�NS i�i POST-TENSIONED COPJCRETE AND _ X
<br /> C1107-14, "MASTERFLOW 928 G�?OUT" BY MASTER BUILDERS GR APPRUVED E�U�L. USE SPEGIFIC PRIOR To REMQVAL �� SHORES �N� FORMS FRGM BEAMS AND '
<br /> GROUT MIX RECOMMENDED BY M�NIJFACTURER FOR EACH GROUT APPLICATION AND FOLLOW STRUCTURAL s�aes. �
<br /> MANUFACfURER'S INSTRUCTIO(�aS. 12. INSPECT FORMV�JORK FQR SHAPE, LOCATION AND DIMEf�1SI0NS OF _ X
<br /> � THE CONCRETE MEMBER BEING FORMED.
<br /> aNCHOR BOLTS:
<br /> �
<br /> aNCHOR BOLTS, ASTM F1554, GR 36 UNO. SPECIAL INSPECTION REQUIRED. SET ALL ANCHOR �
<br /> 80LT� BY TEMPLATE.
<br /> DRILL-IN AQNESIVE BOLT�:
<br /> �
<br /> SIMPSON A�f ADHESIVE ANCHOR SYSTEM FOR UNREINFORCE� MASONRY Oft BRit�� �VITH CAVITIES. /��� � .
<br /> "NIT-RE 500-SD" ADHESIVE �NCHOR �YSTEM OR "HIT RE �UO V3" �Y HILT! FASTENING SYSTEP�S, � �
<br /> FOR CONCRETE OR SOLID MASO(�1RY, OR APPROVED EQUAL. ICC CERTIFIC�TIO�J REQUIRED. SPECIAL '
<br /> 1NSPECTION R�QUIR�C�.
<br /> DRILL-IN EXPANSIOf�! BOLTS:
<br /> ANDERSEN • BJOR��lSTAD� KRNE ■JACOBS � F� S U �M I TT�L
<br /> "KWIK-BOLT TZ" BY HILTI FASTENING SYSTEMS, "STRONG-�OLT 2" BY SIMPSON STRONG-TIE 1402 THIRD AVENUE, SUITE 20�
<br /> SEATTLE, WASHINGTON 98101 � �. � �, � �
<br /> ANCHOR SYSTEPv1S OR APPROVEU EC�UAL. ICC CERTIFIC�TIOI�J REC�UIRED, SPECIAL INSPECTION T�L: 2Gb.340.2255
<br /> RF�U�RE�, FAX: 206.340.2266
<br /> � SYM REVISION BY APPROVED DATE 5YM REVISION BY APPRUVcD DA,7E DRAWN DATE SUBTITLE GURRENT REVI�ION SYM60L DATE �
<br /> ,�CCEPTA�3ILITY �� iL.16.16 ��NERAL STF�UCTURAL NC�TES & DETAILS
<br /> - � T���r�. THI� DESIGN ANQ OR cMF�'KEo 17631698 - 12.16,16
<br /> - GENERATOR SYSTEMS - GENSET #30 17631698 AQKJ 12.1�.16 �' 1 � SB 12.16.16 SHEET
<br /> - �-n��w`�`�'����" SPECIFICATIO{�l IS APPR4VED
<br /> � �e�� Er�cir�EER TITLE �;ENERAT�Jf? �YSTEMS - GE��ISET �18
<br /> _ __ � '��� � �. AFPROVED 8Y DEPT. DAT� ;;g ` 12.16.16 � �
<br /> CHECKED
<br /> ��� 1� 13 �� NT 12.16.10 BUILDING 4Qs054
<br /> ��n�L��ti APPROVEU J�B r��� 17631698 coti�P No.
<br /> SI��` � APPROVED DWG N0.
<br /> ' STRUCTURAL MASTER EVERETT, WA 40-054-S281
<br /> . . '
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