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<br /> CONTINUED: ,'. x ,, � s ?£.�yF , . "
<br /> PLANR CIPSPECIAL I S�INSPECTION PROGRA ' GENERAL NOTES GENERAL `"',.ti r + •
<br /> } CONTRACTORS RESPONSIBILITY SECTION 1704.4 NOTES �k :AY,. ,, R i 'i `"i ^s
<br /> » WALL " (IBC ): I "; tvk<;,h ;; �t xu :r ,
<br /> THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC -°'xa; ,a` x :_ �:. " '° s: ,; ° ,. G era,,;,.:. ,::
<br /> _ INSIaF:C`I"ION FREQUENCY INt° ' ItI E;I2I14." ID CODE: INTERNATIONAL BUILDING CODE 2015 EDITION :'-:,.I z >,, ;" ,rs �
<br /> MIN. CLR. , ' " I . a �,t;:" . , I ';;: __ I � .: 4 „
<br /> i'I:It1I"'IC"Ei'1'I{:DN AND IN'II lI£.I1{:DS } _ FORCE RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM,OR WIND/SEISMIC RESISTING ' . + �E
<br /> FREE- CONfI:MOUS PERIODIC STANDARDg�. 4aI; ,. :. t't �. z,a :.,,..,.."...,... rU, x : °...W„•,
<br /> DRAINING
<br /> - , COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A - ._." t
<br /> BUILDING RISK CATEGORY=II eP a'.� 4.�' 40 s 4 � I -
<br /> _. -.._ _ -. _ - _-- ____-. WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDINGI ', ., ;< ,t ..'. .' _>; "°= �,t�"'i '
<br /> OFFICIAL AND THE OWNER . 3,4 ��- :. � e� .. .� _" s',v4,1,r..,
<br /> WALLY` °�.'" :r ,,� ,�, :�. �_ t� ;t '_ :z,,�,. �,� ,.
<br /> MITRED I} SI"lft'L:1I<>'� PICTIONS AND OF :{D'rC.I2t"![E("{.9N"s I Ri�'TION PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTORS ,r :.,: �; T,;: = " "..'' a •' , . ate,..,,
<br /> n .... ADS: ,,. a '� ',. :.,a. :-. .<.,, :. 1-81,1;1 .iz
<br /> LIVE LOADS:
<br /> w C,(.D!s I}y["OI'S I'I I{.DIDII. RI . STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: „O ;;:z,� -,. -z = : �" :,�;. : , �� ', ;,`°' ; t;
<br /> LIII {.)TaLD � .
<br /> 'TYPE VAULT LID CASE C HS20 44 HIGHWAY LOADING W/EARTH COVE ' .'.; �"�+. .: ;.° >. ,., ., <. .=C
<br /> II3L`R[ ?I RI ri(1 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINEDR } t, 1 .,� " " , , „ �: ` , is;�? :
<br /> INSPECTIONS.PIONS I +SI I C.II{DNS STANIDARID Q IN CASE II 750 PSF UNIFORM LIVE LOAD W/EARTH COVER � (`'�.:�,< ,"'.�,� "t° •>� ' `�. ' "�
<br /> E. THE STATEMENT OF SPECIAL INSPECTIONS ., � ,„. ,, r• ,,, $., ,, a„� v
<br /> ,I. Inspection(>1 1't aillot"t ing steel,including prestressing tendons, f:, s ° '' A "^:1 :t ;s Z. tg y., .:a 3:�ti' *„ r
<br /> 1 £ CASE III FIRE TRUCK LOAD W/EARTH COVER .., € � r- ��
<br /> .51
<br /> AC`I 318:3.5.7.1-7.7 1908.l 2.ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE ;"u. ;: . _ k '1 .N %,.� ;k �r
<br /> and t1iFCc;Fakuiat. 1. .,�','r�%'-,�".n;. `�',F,..''x,'t'`'"t 3 s ^,:::. `4.' u, .•. 1C.:,a<ast'� ,,.' ��,-.,,:;„ ;�„ R ,rr
<br /> WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; `V NNINM s" SAZEI .�.. '7,.II - A t ' AI
<br /> ' 'Re ztl"'s itzg bttrvv4l(hta : 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, VAULT WALLS
<br /> #5 HORIZ. ACTIVE PRESSURE 35 PCF•- a.�eti1 vv'ela(1abilitt' of reinforcing barsother than AS`I"t�1 A706 AWS Lal.�l THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS 12503 Bel-Red Road Suite 1 01
<br /> © 12 o.c. w b.Itas Inspect sill Flu le-pass tiller vv°e1cls,maximum and ACI 318:26.6.i AND AT REST PRESSURE 100 PSF
<br /> -a } 1PASSIVE FLUID PRESSURE 300 PCF Bellevue, WA 98005
<br /> #6 VERT. e_Ins pact all other nekls• 4.IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL COEFFICIENT OF FRICTION 0 35
<br /> AND THEIR POSITION(S)IN THE ORGANIZATION. 425 646 1 1 425646 4141
<br /> © 15"o.c. n y - --- SEISMIC SURCHARGE 9X WALL HEIGHT(PSF)
<br /> a' c� -1, Inspect anchors post-installed in hardened concrete auember .
<br /> G (� : I 1 '=''' `;Yip;,S:=yii:y;yFridp, �=s';F+r"'s'.>; .. ^ys,"' !.�;": s>: r'�+` ,, ,.ti,..w qc;
<br /> SPECIAL INSPECTIONS: va.-.P. .' { „v „'a".:,,; >.::
<br /> WATERSTOP .':,' ; 9: ., rz f ".._. ,; :
<br /> a.Adhesive ataelzc�rs iustiall (1 in horizontally or€t trcardla SEISMIC DESIGN :.` .* $4'' ''",`:';'t ' - .3 .I 64,04,' :e, 1,
<br /> a 1, . INFORMATION: � t.�,. - T ,�fi. at r, i�kr:� 'r. .... , .rI y
<br /> '' ACI 318: 17.8,'?,•I --- SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTIONr "° 'I ,.
<br /> . PER CIVIL REPORTS AND �a , ,K ,,,, :� .
<br /> w inclined oaientahons kc,resist sustained tension loads SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH �; ;' ��`��'. �t < ., '.','� : " '' '' ,� ,�,,. .`,d.
<br /> SPECIAL REI FOROD `� x, a� +..:. e
<br /> TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING 9 4 ram'„ -':3.. . k.-` .'''.'_� , .,, -.,, -
<br /> =r^; ,.�. II am. s� :: :�' ..' :.„ �+.rs-„�."a ;."iF ''tom r
<br /> A: b.Mechanical anchors and adhesive anchors not cleft eed u = . CONCRETE SHEAR WALLS. THE STRUCTURE °� . . ,� .. ., , .,,=*I �: �r,,.�, ,:.,�.... .: I:"a��k„ ,y. � „q �: ., ...r.
<br /> it € I DEPARTMENT, SHUTLER CONSULTING ENGINEERS,THE OWNER AND THE ARCHITECT BY THE URE WAS ANALYZED USING THE EQUIVALE t ' _� " � "
<br /> LATERAL FORCE PROCEDURE. 1
<br /> .o
<br /> :5 ACI 318:Ch. 19,26_4 3_ 1901,1, 1901-2; TESTING AGENCY FOR REVIEW, THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING Ss= 1.431 Sos=0.954 i
<br /> a w Verifying use of required design mix.
<br /> N 26,4,I 1908 2, 1908.3 AGENCY APPROVED BY THE BUILDING DEPARTMENT, THE FOLLOWING INSPECTIONS SHALL Si=0.546 Sot=0,546 i j U
<br /> ERETT
<br /> oa��o" 9 v [PER PLAN] i6, Prior to concrete placement,fabricate specimens for strength testMI ASTM C17?,ASTM REQUIRED BY THE BUILDING
<br /> ,,
<br /> BE PROVIDED AS A MINIMUM;ADDITIONAL INSPECTIONS AS ACO 8 DAV
<br /> �'. _ . a� A. - perform tata slump and air content test.and(leten€aiaa the 1icnlatiira Ci1.,yCl:318:26,4, 1908.10 DEPARTMENT SHALL ALSO BE PERFORMED, JOB SITE VISITS BY THE ENGINEER DO NOT SITE 0 CLASS=D �� �
<br /> iI SOILfaCf111 €;l1tlCb
<br /> si q- of the concrete. �612
<br /> CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION OF THE PANELIZED ROOF SEISMIC DESIGN CATEGORY=D
<br /> i 7. Inspection of concrete and shotcrete placement for prober - 1908.1, 1908.7, STIFFENER HANGERS SHALL BE PER THE DETAIL ON SHEET S 3.0.
<br /> a a s • a �Iicatic�n technic ues, 1908 g FOUNDATIONS: 1 0600
<br /> a ,lMal SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE 231 ST WAY
<br /> 8, Verify maintenance of specified cttaizkg, temperature t<.titii� and ACI ?6,,3_ FOUNDATION DESIGN PER GEOTECHNICAL REPORT#2152.01 DATED MARCH 5,2019,BY
<br /> �. X 1.. c CONSTRUCTION AND OFFSITE FABRICATION ,
<br /> 19C18_� PPERG
<br /> a a - techniques, 26 ,5WORK PER THIS REPORT. DESIGN CRITERIA INDICATED IN
<br /> EO ALL FOUNDATION R D v 0 I\D, WAS - \ GTO\
<br /> • _ ._ . 9 •. . .4 _ �'1. Inspect prestressed concrete for: DEFERRED SUBMITTALS `
<br /> p THE GEOTECHNICAL REPORT ARE AS FOLLOWS.
<br /> III ALLOWABLE SOIL BEARING CAPACITY...3000 PSF Permit#: P�1190 EIO1
<br /> I I ' I i•o a_A n plic.ation of arestressua¢ forces:and X AC1:318:26.10 THE FOLLOWING ITEMS ARE DEFERRED STRUCTURAL COMPONENTS SUBMITTALS. REFER TO
<br /> C� 1 i l PASSIVE SOIL RESISTANCE 300 PCF
<br /> REINFORCING b, Grouting of bonded aa�siressua� tendons. • -_ ARCHITECTURAL,MECHANICAL ELECTRICAL AND CIVIL DRAWINGS FOR ADDITIONAL Site Address: 6202 ASSOCIATED BLVD
<br /> ACTIVE SOIL PRESSURE ,35 PCF
<br /> PER PLAN �- DEFERRED SUBMITTAL COMPONENTS, Owner: HI D PROPERTIES
<br /> ACI 318: (1.26-8 1, MECHANICAL AND ELECTRICAL COMPONENT CONNECTIONS&SUPPORTS COEFFICIENT OF FRICTION 0 33
<br /> Tenant: ertlUatte
<br /> DOWEL TO MATCH :1l. Verification in-situ concrete streiagtl€_Ikziorto stressing of
<br /> -"i. 2.PRECAST CONCRETE PLANKS I
<br /> tendons in post-tensionedcoti concreteand p€tor to removal of A{.'1 318: w6.11? ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT App.Date: � /V2G1�9
<br /> VERT. T STD. HOOKANDProposed Use:,
<br /> shores and forms from beans and st€ etur'ralslabs. GRADE. SOILS ENGINEER TO INSPECT APPROVE FOUNDATION EXCAVATIONS PRIOR TO p
<br /> DOCUMENTS FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO SHUTLER CONSULTING POURING. ALL FOOTINGS SHALL BEAR ON COMPACTED STRUCTURAL FILL OR EXISTING P
<br /> FOOTING DRAIN ;12. Inspect formwork for shape.location and dimensions of the Descri lion: SST®R�ilUaltlTER VAULT DEFERRED
<br /> PER CIVIL 1 } ACl 318: 6 1 l 2(bl ' ENGINEERS,INC. WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE WITH THE COMPACTED SOIL PER SOILS REPORT. ALL SLABS SHALL BEAR ON 6 INCH COMPACTED SUBMITTAL
<br /> .. .concrete member being fui'nkecl. DESIGN OF THE BUILDING. THE DEFERRED SUBMITTALS SHALL THEN SUBMITTED TO THE
<br /> WELL-GRADED GRANULAR FILL. SEE THE SOILS REPORT FOR SPECIFIC FILL REQUIREMENTS,
<br /> BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR. DEFERRED SUBMITTAL ITEMS
<br /> 1 . 0
<br /> FILL PLACEMENT REQUIREMENTS,PRELOAD REQUIREMENTS AND ADDITIONAL Reviewed Be \ =- Dater
<br /> EC" 'I N A/VS — __ SHALL NOT BE INSTALLED UNTIL APPROVED BY THE BUILDING OFFICIAL. J
<br /> REQ FIRM SP :C`I:ALI_NSPECTIONS ANIDTESTS OFSOILS INFORMATION. (� \y
<br /> COYFINtIDI P IODI-
<br /> � Otfiiee Set \��(7 Site Set Fire/Planning Set
<br /> 3 '_ " IA�'I SHOP DRAWINGS:
<br /> SCALE. /4 -1 0 I'ti�;MIIONS INSPECTIONS CONCRETE:
<br /> EQ. EQ. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ALL CONCRETE SHALL BE STONE AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF
<br /> a I. Verify materials below shallow foundations are adequate to STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING
<br /> APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE F. .J achieve the design bearing ca nicity. OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL AS FOLLOWS: # "-; 'Y< CONSULTING
<br /> ?. Vs ntv excavations are ewe aa(1({}to proper r depth and have
<br /> NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS :.4, F jz
<br /> ---- X CONSTRUCTION f. EXPOSURE MAX W/C AIR _ �' ' ENGINEERS Inc.
<br /> #4 HORIZ. 1 reached pro aermaterial. SUCH. c
<br /> • I) REINFORCING STEEL CLASS RATIO CONTENT
<br /> © 12"o.c. q' 3. 'Perform atakl to bats oil"+compacted fillanateritals. X ALL CONCRETE 3,500 PSI F1, SO,WO,Cl 0.55 5% 12503 Bel-Red Road, Suite 100
<br /> L ' rii° ttse of proper materials,dens and lift tIaictesses a)structural concrete elements i,e, beams walls, col,ftgs, etc"
<br /> Bellevue, Washington 98005
<br /> 1 1 2) PRECAST CONCRETE PLANKS CONCRETE SUBMITTALS SHALL CONFORM TO ACI 318 CHAPTER 26. MIXING AND PLACING OF (425)450-4075 FAX: (425)450-40 76
<br /> during lacentettt and cant action ofcoaai acted fill. THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY.mai ,
<br /> ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION
<br /> #5 VERT, • +. Prior to placement of compacted fill,inspect subgrade and verify
<br /> VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE
<br /> © 12"o.c, 6 .
<br /> • a that Site has bee;aa prepared properly. CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, DRAWINGS FOR ENO SHALL
<br /> INCHES,AS SUCH TO PRODUCE A DENSE, WORKABLE MIX 020
<br /> OF AGGREGATE TO CEMENT ��
<br /> WITH A MAXIMUM SLUMP P WHICH CAN BE PLACED WITHOUT SEGREGATION OR All rights reserved. No part of this document may be
<br /> 9 ® COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A 3/4"
<br /> EXCESS FREE SURFACE WATER. CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS reproduced, in any form or by any means,without
<br /> 8" CIP 1RFx[ [ ID SPECIAL INSPECIIONS OF PLUMI ING,.NIF,CH=1NIf:- L LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE INDICATED OTHERWISE ON.'ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN permission in writing from Shutter Consulting Engineers,Inc.
<br /> WALL �: AND I ;I'ILC. L OF PI, M13I STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OFt O UMN BASES SHALL 9 g g
<br /> BE"HI-FLOW GROUT"AS MANUFACTURED BY THE EUCLID CHEMICAL CO. OR APPROVED
<br /> ' -F'or-;Scisone Desi. n Ciate°on,C,ID,E,or F: (IBC 1`705.12.Fs)
<br /> THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE, THE EQUAL,
<br /> a COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE ,°..; si� ,;r:..; '.;:,,,.�.r., €:,.,.;.;�. .,.d:;;.. ;�,,,,;...,. . n;�,+,:c• €a,.,, r,:.��".:.x,t,:-
<br /> a NCE AND ALL NECESSARY y..« x>t ,. ., 6 ,4 ,.,. 014e1 � a=' WW F. ,.� �p " ��:r u in iW at
<br /> L 'Anchorage of electrical e(}ualairaeut for emergency and standby �_ t1f , 02i A ,, ;''':-, :' i � 4� 4
<br /> o - CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL �'_ im,4 ,A, .
<br /> • w anvvt r scsteiais_ ANCHORAGE TO CONCRETE: . ; ' o:'.: .r'`''' •, `...:' .,`!
<br /> z DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; - >: .,, �� " ':' `�"�'"
<br /> ANCHOR RODS INTO CONCRETE SHALL BEt:.:'',:e.,t , I - ,Inii r, „r ....:_ .. . ;a.:.� . :
<br /> GRADE 36 MANUFACTURED AND INSTALLED PER 'L�, " e.,. , f # „ s� r ',
<br /> , Installation and anchorage of piping systems designed to carry REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED ` "` "' "'" '
<br /> ASTM F1554.
<br /> hazardous materials and their associated mechanical units, AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER.
<br /> w 3. laa3tallatiatr and anchorage of ductwork clesiguecl to carry ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE
<br /> SLOP_ hazardous materials.
<br /> SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
<br /> SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES,
<br /> 1 PER CIVIL [VARIES] , 4_ Installation and anchorage of vibration isolation systems cohere DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
<br /> STRUCTURAL
<br /> TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST •
<br /> the construction documents require a nominal clearance of 1/4 PRECAST CONCRETE PL AN_zS:
<br /> ' ,i ® .�, inch or less lion the equipment sat von fume and res train, MI . . „ ; STRUCTURAL DRAWINGS. PRECAST CONCRETE PLANK", SHALL BE ULTRA SPAN PRECAST,PRESTRESSED HOLLOW CORE
<br /> • aSLABS AS MANUFACTURED DV CONCRETE TECHNOLOGY CORPORATION, FABRICATED IN
<br /> o. •
<br /> DesEc€rT:
<br /> For Seismic I Cate airy CONDITIONS:
<br /> a "
<br /> aSPECIAL ACCORDANCE WITH ICC REPORT#ESR-2152, OR APPROVED EQUAL, ALL FABRICATION AND
<br /> a 4 a ____._ ..____.____-_.__ __._,_ . _:.._. ._.. ..___ THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING
<br /> � ERECTION SHALL BE IN ACC�:RDANCE WITH ACI STANDARD 318,BUILDING CODE
<br /> ® �'" CONSTRUCTION THE ADEQUATE BRACING,AND
<br /> • CONTRACTOR R SHALL PROVIDE A TE SHORING,BRAC REQUIREMENTS FOR REINFORCED CONCRETE,AND SHALL COMPLY WITH APPLICABLE
<br /> a Special-Ins p _etionr'Testing Prograuallotes: GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE,AND LOCAL LOCAL BUILDING CODE REQUIREMENTS. THE PRECAST CONCRETE PLANKS SHALL BE
<br /> CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS INFIELD. DESIGNED BY THE MANUFACTURER FOR
<br /> I I I I I ( I. The special inspector shall be<t qualified person who shall demonstrate rcatia}�etetiee to the s attsfactio€r of the Building, Glfficial fearthe type OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL THE SPANS AND LOADING CONDITIONS SHOWN ON
<br /> ol'uks}aLctions listed. THE DRAWINGS, DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STRUCTURAL
<br /> DOWEL TO MATCH DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS,FLOOR AND ENGINEER FOR RF_VIEW. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF
<br /> VERT. REINFORCING -2, Ifnecessim',tlaece�ntasactorshall arrange apre-constractiop meeting rviththe Architect,Engineer,BuildingOflicizaLTesti€tg Agency tearev-iewthe WALL FINISHES,ETC,
<br /> •
<br /> special inspection program. A STATE OF WASHINGTON REGISTERED STRUCTURAL ENGINEER, THE MANUFACTURER
<br /> w/STD. HOOK SHALL SUBMIT SHOP DRAWINGS AND ERECTION DRAWINGS TO THE ARCHITECT FOR 7-2-2020 PERMIT SET
<br /> 3. Duties of the Special Inspector include,but are not limited to: MECHANICAL,FIRE PROTECTION AND ELECTRICAL SYSTEMS: APPROVAL. DRAWINGS SHALL SHOW NUMBER AND SIZE OF PRESTRESSING STRANDS,
<br /> a. Observe e the vt'ork For conformance vvith the approved permit plans and specifications, Discrep tacies shall be brought to the attention of the IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR'S RESPONSIBILITY TO PRESTRESS FORCE,BLOCKOUTS, MARK NUMBERS, ISSUE NO.AND ALL OTHER DETAILS NECESSARY FOR DATE (rat
<br /> SECTION VS - 1 . 0 PROVIDE ALL NECESSARY ENGINEF_R1NG AND CONSTRUCTION DOCUMENTS FOR THEIRTHE MANUFACTURE AND INSTALLATION OF THE HOLLOW CORE PLANKS.
<br /> C,'fantractor(tar coaFeetickai;if tuacc�neete(l.ilaear tea the attention ol`tlae Architect.Faawiueer.£nand I3tiilclin�C)ffici4il. SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW la, Issue.Inspection Reports for each inspection to the Ccantracic�r,..yrcisitect,Engineer,and Building Official as a minimum, The reports shall be'
<br /> 3 '>_ AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CON °1`'°'y"'t�ts�.''' '• .>`; -� �k; �:-=� w4i:«� '>,�_� ,...,�:�= :a''.4 -"11.1 1001.
<br /> SCALE. /4 -1 0 issued in a timely manner. CONSTRUCTION- REINFORCING STEEL: R,. .w. r'.t, µ . , -„ r r� _ ' T s, ,,,=�fwr_,
<br /> DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT RE UIRED BY THEIR `, ';` - "; �� a,. '= e` `;`. '' °�" a
<br /> Q ALL REINFORCEMENT SHALL CONE i. , . ,, ,,, z I>: 1 ;I t'c. The Special his pector shall satbnait a flail report stating whether the work requiring special inspection was inspected,w•hetl e CONFORM TO ASTM A615.ALL REINFORCING SHALL BE GRADE rn_ :•. .t. s ° , ...'.,r::,s.; .. . : z:.= e p 4 1 t r the work was SYSTEM. ��,, a -„ ; . :,_, _ .�
<br /> .,. = = -4. ."� ���; .asp : :{K�eL"�,�'�.i':Nw�_,�„ "",.,, i";v a "'��;�,'�":'r.„v:,�y.i., :�x "{,�._
<br /> 60 (Ft' 60,000 psi; Fs32,000 psi). LAP CONTINUOUS REINFORCINGtt rrs i ' .. . ..r .�:.as, t r.. fit,, t " , -.
<br /> BARS IN CONCRETE AS �s�?� e ��: tx3a � �x�. s '� � '
<br /> completed in conformance with the approved plans and specifications,and whether the avow was in conformance with any applrcable INDICATED BELOW. CORNER BARS (1' 7"BEND)WILL BE PROVIDED FOR ALL HORIZONTAL
<br /> 3" 2'-0" workmanship provisions of the applicable code or standard. " `
<br /> REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD
<br /> #5x4'-0" TYP. TYP. 4. Special inspections and testing rcquirean,ants apply equally to all bi(iclit`cicit;uecico�n}>ozaeaats, PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES.
<br /> 5. Fabricators shall submit a certificate of compliance to the Building Official that work was completed in accordance with the approved .- Digitallysigned
<br /> DIAGONAL INFLOW/OUTFLOW 1 !
<br /> PIPE PER CIVIL consttuctioadocuments. Fi
<br /> (TYP.) DRAWINGS = .. _-_,_._...._.-_ ,.. ,�,u�_.. ,._ _ . .____ , .__ b_ ...__--,.ti___.. _ v_ _..-.y. _ _ _..._.__. ._._._, _,. ._ __Y MINIl\,.UNI LAP SPLICE LENGTHS FOR CONCRETE �� �
<br /> BAR SIZE fc=3500 , � % of;- ,, ., by John
<br /> Headland
<br /> #5 VERT. L #4 2
<br /> •
<br /> #5
<br /> 106
<br /> tc t #6 40•
<br /> g ! Fi -1
<br /> 36"0 INFILTRATION #7 58" �
<br /> i s I - - --E3 - I - WELL #8 66" ::71:7:44?
<br /> � 2020.07.02
<br /> #6x DIAGONAL
<br /> EACH FACE
<br /> 117100700
<br /> VEHICLE COVER SHALL BE PROVIDED FOR II' REINFORCEMENT(UNLESS
<br /> I I I THE FOLLOWING MINIMUM
<br /> � ,._..._.._....._:__...r. .._.. 6 EACH FACEINDICATED OTHERWISE ON DRAWINGS):
<br /> illiiill
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<br /> ASSOC AT=---D BLVD
<br /> (TYP.) EACH FACE STATEMENT OF SPECIAL INSPECTIONS: _
<br /> (TYP.) SPECIAL INSPECTIONS SHALL BE PERFORMED AS OUTLINED IN THE STRUCTURAL NOTES. \ D S RY ST
<br /> TESTING SHALL BE IN ACCORDANCE WITH THE SPECIAL INSPECTION SECTION OUTLINED ON _
<br /> _; THIS DRAWING SHEET. A SEPARATE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED PER -V_R_TT WA
<br /> . INCLUDES 29K ! ,
<br /> i. LADDER LOAD IBC SECTION 1705 SHALL BE PROVIDED BY OTHERS FOR ALL MATERIALS, SYSTEMS,
<br /> COMPONENTS AND WORK NOT INCLUDED 1N THE STRUCTURAL DRAWINGS. z.,:.,,",r„..,,:,.:,,,,,...,.
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<br /> K —K SPECIAL INSPECTION FOR3, r r.. y' r'•• Ia- SEISMIC r �,
<br /> J 16 45 * RESISTANCE: i F r' x
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<br /> SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED FOR THE FOLLOWING id`li Ml�t .z .e.4, 17%, ` cl'0.A4,40 kit...to % sI x :n +f A
<br /> ifl COMPONENTS AND SYSTEMS:
<br /> N GVW=64K I
<br /> z 1) WALL TIES RELEASE FOR:
<br /> a 2)CONCRETE WALL REINFORCING AND CONNECTIONS
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<br /> -. --_ r{? 16K _ 16K _ 3 FOUNDATION REINFORC} GENEF2AL IVOTES &
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<br /> 2-VERT. BARS w/8" BEND VEHICLE (GENERAL NOTES CONTINUED ABOVE LEFT) VAULT SECTIONS & DETAILS
<br /> EACH SIDE OF DESIGNED BY: DV DRAWN BY: AL, RB
<br /> II- OPENING (SEE to- ( 20' 2' PERIMETER
<br /> WALL SECTIONS
<br /> F FOR SIZE)-
<br /> _BY: JH APPROVED HY:
<br /> TYPICAL THRU WALL TYPICAL THRU LIFIRETRUCK DATE: ����- © ® y_rtSHEET N0:F�' � F �� 'T � PROJECT N®: 1 9-1 9.01 , +
<br /> PENETRATION PEN, TaATI 0 N LOADING PENETRATION
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<br /> SCALE: 3/4 =1 -0 SCAI E: % =1 -0 SCALE: N.T.S. 3 = �a i
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