|
�
<br />a�� avt i r� -�Yl d�
<br />: - � _ �� �►-� � l. cQ
<br />; _ � __ � _ , � , 9
<br />�:�� Y �r ���: �:t�����.������ � ����; C,Y-ah�.
<br />�IT�E ��{�R�SS: 63�� 3�TH AVE. `���'���=d , ��� -�'��_� � , ��"� ��;���;
<br />SCtJPE OF ��C�R�: 8 T�N /�I�D 5��I� ��RTDGE CR�,NE i�U(�VUA`��
<br />��-r��f�r�i_ ���� i-F-�
<br />'I FA6RICATOR I CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIOlJS PRIOR TO FAD121CATING. �' ''_
<br />, ,
<br />R �
<br />A. GENERAL �'"''� ��
<br />1. ALL f1UILDING NiATERIALS NND CONSTRUCTION SHALL CONFORM TO THEh}ilff'bRM 6UILDING CODE, CBC 7_013
<br />ItJCLUDING ALL CURRENI" AMENDPAENTS AIJD OTHER IACAL CODES AND SAFETY LAWS CURRENTLY IN FORCG.
<br />B. MAl'ERIH�S
<br />1. STRUCTURAL STEFL SHALL CUtJ�ORM TD THE FOLI.OWING ASTN� SPECIFICATIONS UNL.ESS NOTEO OTHERINISE
<br />CHANNEI_S, FLAT BAR AND ANGLFS A-36
<br />4NIDE FLPNGC SHAPE: A992 (Py=50 ksi �
<br />S 6EA(JIS Fl-36
<br />PLATES A-36
<br />BOLTS A325
<br />ANCHOR BOLTS F1554-Grade 36 & GRAD[ 55
<br />TUBING ASTC9 A-500
<br />2. EPDXY HILTI HIT-FI1' 200
<br />NII_TI RE-SOU SD (ICC-ESR 2322)
<br />3. ALL CONCRETE SHNLL BE NORMAL N�EIGHT CONCREI�E WITH MINIMUM STRENGTH Of £r,=3000 PSI AT 28 DAYS.
<br />SPECIP.L INSPECTION IS REQUIFGD AS PER SECTIOM 170A CBC 2013
<br />CEME�JT SHALL BE TYPE 1 OR TYPE II CONFORh11NG TO ASTM C-150
<br />4. R[INFGRCING STEEL
<br />ALL REINFORCING DEFOk�AED BARS NO 5 ANO LARGER SHALL CONFORfA TO ASTM A616, GP,ADE 60 AND N0. 4 AND SMALLEF
<br />SHALL CONFORM TO ASTM1ri A615 GRADF 40
<br />h71NIMUM CONCRETE COVER BEl'WEF.N REINf'ORCING 6ARS AND FACE OF CONCRE7E SHALL BE AS POLLOWS:
<br />CONCRETE CAST AGAINST EARI'H-------------�...-----....---'----------'--•-----�-----------'---------�3.�
<br />I'ORh1EC CONCRETE SURPFlCE EXPOSEO TO N![ATH[R OR EARTH ---------------•--••---------2"
<br />REINI=ORCING BARS SHALL lAP 30 DIAMETERS MINIPdUM AT SPUCE INLESS OTHERWISF SFIOWN
<br />.,. SUfJGRAUE PtdD SU66ASE
<br />1. COA7PACT TOP 6" 01= EXPOSED NATURAL GRANE AND ALL REQUIRED FILL TO 90 % A4AXIMUM DENSITY
<br />2. ALL EXISTING NONCOMPACTED f=1LL SOILS AND DISTURBED NATURAL SOILS qRE TO BE EXCAVFlTED AND PROPERLY COMPACT
<br />3. A FOUNDATION ItJVESITIGATION REPORT �5 REQIJIRED fOR ORGANIC CLAY.
<br />6. FI[LD WELDING SHALL BE DONE BY A CBR71fIED WELOER USING LOW HYDROGEN F.LECTRODES.
<br />7. SPECIAL INSPEC710N IS REQUIRED FOR ALL fIELO WELDIIJG AND A325 BOLTS PER SECTION 1704
<br />8. CONCRETE TO BE RECYCLED
<br />9. CRANE RUNVdAYS Td BE LOAD T�STED A7 125% OF RATED CAPACITI'
<br />•
<br />� �i� r1/�1
<br />��
<br />I � � �
<br />'
<br />�l
<br />-- — i----..
<br />51.1 ��
<br />1,12 �❑
<br />��
<br />�. J
<br />S4-Si
<br />SDi COL. `_.UPP❑RT AT LINE 5
<br />SD2 C�L. SUPP❑RT AT N-2
<br />SD3 BEAM SUPPORT "
<br />_ SD4 — BEAM SUPPORT
<br />S8 RUNWAY l3EAM
<br />S9 RUI`WAY BEAP�1
<br />SlU (?UNWAY 13EAM
<br />— S 11 ---.__. . .__._—_._---
<br />- S1�
<br />S13
<br />- - S 1 n -- -- ---- -�-'_ ------
<br />S1J
<br />� ,. ��� x
<br />�>i_a�v �.����,�
<br />vt ,a•:GEL' Pl_AN VIEW
<br />ur�»r�T1oN �>�A�i vi��,�
<br />RIiN`v✓AY ELE\/A.TI01�!
<br />f iJD VIEW
<br />!�!,7T US1=D
<br />Plan Check No.: B1504-041
<br />Job Address: 6301 36TH AVE W BLDG A
<br />Owner: PANATTONI DEVELOPMENT CO
<br />Tenant: HDI LANDING GEAR USA
<br />Application Date: 4/27/2015
<br />Proposed Use: COMMERCIAL ;
<br />Type of work: j INSTALL BRIDE CRANE RUNWAY ; �
<br />Office Se� �� Job Se Fire/Planning S� z a
<br />.� _� � :� �
<br />Reviewed For Permit: Date. ��`- `t By: �
<br />a
<br />w
<br />�i � t;
<br />K
<br />_ �
<br />`
<br />�
<br />w w �.� �
<br />� Q�z�
<br />� � O � .r
<br />TABLE 1.4.1•1
<br />OVERALL MAXIMUM
<br />ITE I! FIGUR6 TOLERANCE �TE Of
<br />CHANGE
<br />�.: t.��.•:L .. , —_' _ — _ _—' _'_— � _ __ _ _- � .ii � .
<br />�
<br />..:.'�. �i' I L , I �. i:!'�.I • .` a ��i ' ,
<br />,N F c, wT;cr p � , �yt i. iuu �
<br />uRcncc t �` i. - nin� � �
<br />; I--- - -- - --- I--=_�_— �- -- - -
<br />+o
<br />�:i��.;..�,c;�,-hcss �� � :
<br />�.p. - — - — - - — - — �� , i - P: =,r ;�
<br />� I
<br />_ : v �
<br />� - — - — - _�� � ,. ,
<br />,� _ i � .
<br />. _. _I .. .;•..�,_.. . .. . .. .__.. ,
<br />��_ � � �
<br />".-. ' I
<br />i r.�� i - - � -- - —' �
<br />! .... -�". . ..
<br />� _ —_
<br />`__�-._... I._ I. .ii ) .li,
<br />- - — -. _ . . . L� �0� luu' 17 • �.a^ i��p
<br />' A' i. n,�� n 1..
<br />ira�. �ti rn_i<
<br />u:�l 7. rY I o �
<br />vFTiRI [
<br />lit�JFRRUNI:ING — ---------'-- -" i .
<br />, ,
<br />,�„ � I
<br />_��,:, ,
<br />.,. ,.rdi.�,�.n�.. . . ' —
<br />CITY OF EVERETT
<br />..-�. tinllUasslli.nh�m . , . � . .. -
<br />Aisk r.,���o���v ' .. . . ' INSPEG7'IONS: 4�':i-25i-8II81
<br />_ - . ' oo<�,� - ' � � Laku Slevena ,,,.
<br />Wost Lake Stovens '
<br />�� � . �.�`n,.n r „�a I
<br />�� ,
<br />-- ' ' �
<br />...,,. ... .: - i
<br />S�� I c:_EIiMyO�ett��nln�eo=�IS'O' , qMyrpuen
<br />_. -_________.__._______._.__—______._____' ;�•.�:..7'ruvidvdovtpul
<br />S17
<br />S18
<br />S19
<br />-. Sa� -
<br />S21
<br />S22
<br />�.,� !. �t..y,,on,e 5,�c��i Wn
<br />_""".._.. . ..:.._.._.�. �.. ��
<br />_ ' ��
<br />_ .��__�_ _ ` � � ��
<br />�
<br />I��•til�)i� I(i�•�Uont�� 5��..�ii�iin I
<br />> , ; ��'
<br />�'.� �
<br />.f
<br />. . . . !
<br />�_
<br />W
<br />N
<br />F
<br />�
<br />o�
<br />J
<br />�C
<br />U
<br />u
<br />ui
<br />0
<br />a
<br />0
<br />0
<br />v
<br />0
<br />N
<br />�
<br />. �.
<br />u O
<br />z�
<br />m
<br />UJ Q
<br />Q~ � �
<br />�, U g �
<br />r= %,�/ �
<br />✓ _, I� N
<br />V= �' []� � .�
<br />... �
<br />Z � v� �
<br />Q. = W U
<br />�w z �
<br />� o
<br />�� � i
<br />�, T �
<br />� = U U
<br />Cv � � �
<br />�1 � Z W
<br />7-� Q
<br />W z '
<br />c ��^ Q �
<br />u ,G `�
<br />� �,' Q I
<br />x � ¢ �I
<br />; J
<br />U W
<br />z ,n
<br />-- �
<br />v
<br />� �
<br />C
<br />���
<br />i
<br />,I� i
<br />�
<br />�.:�_.��
<br />, ° i�aa rc i
<br />i
<br />I
<br />������ � Y' .:
<br />SFIf_L1 �I �
<br />I +1,��
<br />
|