|
ENGTH E IT
<br />E
<br />a.
<br />z
<br />SOIL ANCHORS PER SCHEDULE
<br />r.3EE DETAIL B2/D1 SPACED EQUALL S'o _Ze_ e 514 etrW4 IrIx J911 94 0 PI-019 7-e.R-f
<br />TYPICAL BOTH, SIDES
<br />TABLE A
<br />MOBILE MODULEILPIER/PADL
<br />RESISTING ASSEMBLY
<br />-INSTALL
<br />IER/PADS UNDER
<br />EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY
<br />BETWEEN
<br />END PIERS. SEE
<br />DETAILS
<br />® INSTALL
<br />A T A L RESISTING
<br />ASSEMBLIESF FOUR WALLS, SPACED
<br />EQUALLY
<br />ASSEMBLIES. SEE DETAILS
<br />WIDTH
<br />LENGTH
<br /># PADS & PIERS
<br />F UNIT
<br />OF UNIT
<br />EOOF LOAD 110/120
<br />MPH WIND.
<br />B EXPOSURE
<br />OUTSIDEA IS INSIDE IL I E
<br />F 110
<br />120
<br />110 120
<br />24'-0
<br />40'-O'p
<br />10/7 10/7 3
<br />3
<br />3 3
<br />Permit#: B2105-046
<br />Site Address: 3003 W CASINO RD
<br />Owner: BOEING COMPANY
<br />Tenant: [TenNamal
<br />App. Date: 5/24/2021
<br />Proposed Use: NEW COMMERCIAL
<br />Description: PROVIDE AND INSTALL OFFICE TRAIILER
<br />5Tr
<br />® WB�� ADA RAMP FOR LEASE ,,uCT'uRAL NOTE5,6 HIG-H SEISMI(_�� AREA—Sds=12
<br />Reviewed B " f `-
<br />N y ', Date:
<br />1 m GENE PAL:
<br />QfPice Set Inh Site Set Fire/Planni g Set
<br />1 a l o VERIFY MODULAR 5UILDING DI EN5ION5 PKIOK TO PP.EPAK TION ff K FOUNDATION IN5TALLATIOo
<br />2; DESIGN INFOK ATION LOADING®
<br />nca
<br />55 -201 '3 tSC
<br />01 it; ca
<br />2 m 1. SU I LD I.N G CODE I 2 1 `7- flooni a qj15�
<br />2.2 ° KOOF: LIVE LOAD 30/40 P5Fg SNOW Fur Thee [j9 aC1 ro liafouue:
<br />2 m 3 FLOOR LIVE LOAD 50 P5 E OR 29000# CONC. 11 PilU 11nprinMeu
<br />WIND CK.TER,ION 1 10/ 120 MPH, EXP 5, Kit= 1 .0 Mechanical Fqff.�ar
<br />2.5 . 5E15 IC CRITERION 5D5 = 1 ° 2 a Io= 1 .0, 5E151 IC CA f Y r�HESE D��GU',�,,IEWT ���k\rt,E N BE PAPPROVED FOR THE WUANCE OF
<br />2.A55UMFD 5 1 L 5E R I G 19500 F5f, 501L CLA55 D -�� day 1�, „E%C'HA CAL, M
<br />S FnP ZES� ,ON, ELECTRICAL O
<br />2.7 . BALL I TE H EI G HT �_ PL a ,AE3 G ERM11� � .In Z
<br />2.8 m ROOF 5L PE 2. 1 2 OR FLATTER'La
<br />APPROVED
<br />3. CONCRETE:
<br />3.1 f DE5IGN 0 Fm5T GTH ,5 51 � o�� PAR7
<br />D REI N FO KC I N G STEE L YI E LID GO K51 N�
<br />4. 50N RY
<br />4- . 1 w 6x I Gx8 U N ITS A5T C-90,, GRADE N
<br />4.2. SET UNITS /CO E5 VERTICAL NO MOKE THAN 3 HIGH; PER PLAN, WITMOUT 50LID GROUTING
<br />COKE5m 5 LID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGII ffffK NG
<br />5m SPECIAL IT 5a AUGER NCH R5 MUTE MAN ANCMOR5, INC." (800) 4.38-7277, OR E UIV LENTm
<br />5MOULD AN ALTERNATE MANUFACTURER E U5ED FOR ANY ANCHOR. OIL A55E 5LY, MANUffACTUKffR
<br />DOCUMENTATION OF ANCHOR ALLOWA5LE LOADS SMALL E 5UDMiTTED AND AN CH K 5PA O N
<br />MODIFIED Pff R ALLOWA5LE LOAD5 FOR THE ANCHOR U5EDCn
<br />5. 1 METAL PIER5 TO DE CAFAE3Lf Off SUPPORTING G,
<br />5.2. tIOLD-DOWN5 SET IN S I L AND LOOSE GRAVEL 5H LL BE -9 2 AUGER /5T 51 UZER. MEAD SET co
<br />VERTICAL W1 ALLOWAE3Lff LOAD CAPACITY F 3 1 50 ° NUMBER OF ANCH0K5 A5 INDICATED N
<br />TA15LE. ALTffR.NATE (2) -35 DRIVEN ANCHORS / Il MA5D2 5TA512ER. PLATE OR AZTFXlo
<br />��^��1,p��" ,�'^ (�'� ANCHORS 5 H N TA5 L. t,; I
<br />ANC V � V'✓ PER \
<br />52m MOLD -DO NS SET IN STA LE ASPHALT SHALL 5E (2) MMA-35 DKIVEN ANCH01\S PEPS ANCHORSoil
<br />ijs ;F ti
<br />s �1
<br />4
<br />SHOWN ON TA5LE W1 AN ALLOWADLE DF51GN LOAD CAPACITY OF 1 800# FOR EACH ANCHOR.
<br />53m TIE-DOWN5 TO 5T 5LE CONCRETE SHALL 5E EITHER A MMA-2 1 ANCHOR FOR. PR.E-P URED
<br />H SET PRIOR. TO �IN5TALLING POURED IN PLACE CONCRETE. NU ER `���
<br />CONCRETE OR A- 18 ANCHOR
<br />CD
<br />f ANCMOR5 TO 5E DOU5LE SHOWN5MOWNL ON TA5LEo
<br />xf
<br />5.4° 1 5T LL GROUND PORTION F THE ANCHOR PRIOR TO SETTING THE 5UILDING. CONNECT ANCHOR
<br />Al,
<br />TIE5 TO E3UILDf G ON LY AfTf UILDI NGL 15 FULLY BLOCKED AND LEVELEDmh$„@
<br />rt' 4 �2" v �irix
<br />5.5. 1 N5TALL ALL SPECIALTY ITE M5 PER. THE MANUFACTURER5 RECOIVIM ENDATIONS. SEE 7 ���
<br />'
<br />O N THE WE 5 51 T E m �a w
<br />MANUFACTURE R.S INSTALLATION INSTRUCTIONMANUAL f �r�
<br />G m VENTING:
<br />tf '
<br />PROVIDE UNDER FLOOR VENTILATION PER 1 C CODE AND LOCAL REQUIRE ENT5 AT � 1 NET 5F OF
<br />115
<br />b �
<br />4�
<br />�
<br />VENTILATION PER 1 5L0 5f OF FLOOR AREA
<br />G. 2. IF A CLASS I VAPOR RETARER IS I NSTALLED THE RATIO MAY 5E INCREASED TO Y1 500m
<br />7. ACCE55 °
<br />7.1. PROVIDE ACCE55 TO THE UNDER f LOOK AREA PER THE CODEm 0
<br />I
<br />7.2. PROVIDE 18" MIN. CLEARANCE f ROM 501 L TO UNDERSIDE OF ANY UNTREATED WOOD MEMDER.
<br />7. m PROVIDE 1 2 MIN. CLEARANCE FROM 501L TO UNDERSIDE OF ALL SUILDING MEMDE K50 W
<br />8m 51TE CONDITIONS:
<br />8. 1 m FOUNDATION 5UE3GRADf TO 5E UNDI5TUR5ED NATIVE SOILS OR. STRUCTURAL FILL COMPACTED TO 2 �
<br />95% OF THE 5TANDARD PROCTOR DEN5ITY PER. A5T D-G98, A51'HALT OVER COMPACTED D W V_
<br />ROAD IX GRAVEL 5A5E9 OR CONCRETE 0 0 00
<br />8.2. ALL WORK SHALL CONFORM TO LOCAL, 5TATE, AND FEDERAL CONSTRUCTION, ENVIRONMENTAL
<br />AND SAFETY 5TAN DARD5 m CITY �� EVERT T
<br />CN
<br />REVIEWED FOR PERMIT
<br />az z C; C4
<br />a, s 21
<br />I �
<br />+?
<br />t t
<br />r�+ .... :Y� "� rf c' `n N_;
<br />k n s n C J> w
<br />cq
<br />,,:,r• ,rk� ;xv`- "� *-*, "' ";rs 'a., V$
<br />v
<br />s. ""a' �,� ya � n•rf� 4� .,,r Sf y i r c Y�, �" �..�' M d/ r ' � � a C § �
<br />-
<br />i r+
<br />4SION DATE:
<br />:y � �, � t B fir♦, r �a � t w i �~~ 4 r..
<br />r
<br />`4 a€t? r'i'�� � 1xay
<br />j� ;•'r G r'r na f �: L ",P `Wf a !) u l I';2
<br />� : r '�^'y,. ,� M ' �,, ;�" '• i j s '�S
<br />2_��. " r`'� v,•* f w `�t �a �^ "�+ w!^ �•`1� j z fp� Cr�'�`�' �..,wt�� ,�"�n>,. ��^' if
<br />- Era f ) r��. !`1 ( %;? '� :,. �„y 4� - E: `�w.*». glxs �..* �;; ✓d � , � '^, ,�. ""a `tjr,1,, .. ... ���3 l a � E-~"r
<br />c.�^U 'r'"" 3n,,, '_,. ,+.;~n C1,,f.,i `.�., LI, �� �ry4C1 �+ w•, J`' ra?'
<br />*' v'';✓
<br />7
<br />%� .t.. �.0
<br />'ti>^,. r i .��` °�.,..%"a / '' % .� ' [�' 4• nt ;P 4\ �'� a f, `� * �+a.. ari ECG' rc..��r"'`"*"".%
<br />-
<br />'�,,.�,,.,F 1 zr
<br />-
<br />�,', SHEET
<br />s
<br />,„ .""� - (' .rr"li i + ',) tl�, s [t 4 F Viz' i P s,` !� `I b-.` t 1?S " � } `i I � 5 s �! �� � v..`a *r '�fii ;f "s "!'
<br />r' ti+ s} ;i r1;, 1 f r i .r , I t
<br />{!� 4 d =ti.'t' `t�,r.7*Y vi.,✓. +�n� .�: /' � � , � � ..73 .l t x t u [i µ7 1 � %i � I, �: I� r��". `'.: h � Jtr ,��'f m� �a + ;:c�t'�,_ !, `{
<br />i a ,1t �,
<br />
|