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Home My WebLink AboutBLD94-0396 Warehouse 45,000sf - BLD Permit / Conditions - 6/24/1994 t4v MA � SON COUNTY .� ,--1 Q;q, r-101 Mason County Bldg. 111 426 W. Cedar P.O, Box 186 Shelton, Washington 98584 .4 4 11 th 3 9 6 1 1 1;1 t I •- if 0 0. 1,0 0 0 W li2O OAY I ON--AI RPOR F RD !111F, I I eln JOIIN T I I-IIS 139i-33SO POf CONI;TRUC I ION 8*33--2400 It 7 Of SVIV 131118 f S 14215-.2 M I till I PRO I At I PW 11.4 4 44 1 4114 ihilo f f f 1i Ilf4,4i44 +6414 if fill I I ill N till in f fill I N I lit Is I f 11, N I 001,, 11 111 0 lit' 14 P I A"111 P 0 1 IIV N K I If. liF N INM 0 1-11 Al 11-11111 tilt. N I t 1 I I'll, 0 1 VAI, 0 1 t NI. f 11 0 14 0(h 011 1 N K I Ni, 1 WIN 1 iA V I N I ( 614'. 41 11 f I I I I I # I I W1 W I I t 1< 0 1( It AN I)I i wi ON I I 011pil I Of I Ira 0 10000 f I ar ci It I lit IM I I M 1 1,1 M f A X I tj P c 0 0) lit) I I I 1 0 PROJIF(J tO(AI ION NORIO #I# Ili 14 HWY IC . WEST 04 HUY Wl W1141 1 . 1 111W THIS prooll MANE, If WORM OR AIIIHOP11*11) 1!• 901 VANAM (r) "Tim!" IN# ow 11 ("VilflifTIOP OF URPII IS llf�plxpfp rilk 6 Pflil" Al ANY T14F Af IEUWA IS (AINFI(fil. fVIPME Of LO111111111411100 a--4"k, IS A PPOW'S,. lVPf 1104 U1 PfPlflA 1`111A if M-101116 Ul JA Y All"I" III 74 LO CONDI I IONA 15 Ott ItVIRLD COMPL I A I I A CH CONCRETE MECHANI AL MOBILE HOME Footings-"aback date �� O'_ � by Ribbons date Gas Piping date b Foundation W II date —9(,/ by Set Up date b date by INSULATION BG/SLAB lation Final Floors date date by date by FRAMING WallFIRE DEPT. date —1 by dates by date by PLUMBING OTHER Groundwork gC�.u��.r/T�i.�G� Attic date -Zq— 7f/ b date by D.W.V. WALLBOARD NAILING date by date b Water Lin FINAL FINAL INSPECTION date �—Z I —77by �I I date (—/O.iy/ by date by seee 5 u-et�l 1_10,0�ee NN ZO Q' MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 I it c, I i I I I i,0 qIforo ,,i) (IrAnted- rIIW:,;;ANI 111 1991 IINTFORM till) I.IIfhid, (A'Dt , ',I ( IlON iWl ( l I ANO -I t. 1 1 flP I AI I HAV� APPI40VI' D NIJMHEN'; Of? AII01W.".It "i PRI IV 10 1 It I N ',lh I! A !'Wl 1 1 1 11 N A', I-it fit Ili A IIqI Vl. ', Ifif ANII HuIRIE. FROM THF Of,' PI)AII IFIONIINI-i IHI P;I 0 1 1 P I ), MW,01`4 I MIN 1 Y till I I if 1il.N OF VP A I, IMf- N'1 RE0111TR.E'� IiIAI fliI "I fit- 1,11IMPI f I 1 11 1,1 1 0111" N 1 It I At I ; NI, tift? AY . I )'! I NIAI�I, if I ) I?F TNI'3iL1rA., T JON FIEF , blv'- C- 0 ON kA I I ', IN I At;I I A "f: I Ill, I Cll#I HN I I (W. M f�lt I 1 11 1141� 1 11101 If I I i i;L A<111;17_1� I.4 11 IF: OWNUR/Ct) IkA(lfl)k U A I I, I if P I 1,•. I A0111, 1 r,,, ON ,If 11 [1;, 1 (W i 11N' Pl C1 (ONS y I ( 0N,31 I<tj( I ji)N mtl*, I Olt- 1 1 0 p I t I ti h I I f M A! )lilt Iliii clpprnv,.?d hit j I it I I if" 1 1 mil f 1 9,41 V I- i I at i A i Of I ri I I I i mtri t mil" I h f- lIn i fort" fill I I di It(I witid /,11. fq.-v,n I o f)tj 1*o t Ili it I I I;-, 1-fit oit X N , I P I 10 N PRO I IA 0 8 11. t 11 1 If OkF I t I 1.11 A`i lef WA I Pt It i t I? NA'- N N I Y ti if I 1 1) 1.1A I; l,'(A I-i I ME H I ANO IIN J f P M R 01 1 111 N 6 ill' o I f p i:, fo kjo -holl 1 1, 1 1 i. I I iti"o"f- I i rm 'I I f rftlii(1 tJ,. I Pt M A R H A I OND I I 1 14 AN 14111 OMA I I (, f- I R I' A 1, A k M Y I f-14-. I I It I it IN1,11t)f I t If I it mjj,;tqj t WIN I f tiidtiliwrli i'INIJ (I P4 N I 11 I j) -1 () I Fit "Y., f I M j N I lit I r: I -s I I Nil 14 it I I it I Nli A I I- f: I N', A N 1) f f I.-I I X I I Nfill I "dit, k 1, A,- HO I t It tit! 1 111 1,t Aw, ilt<1 I t:4 1 81 0 f I It( ON I f tiRM f- 1 1,f I (lillf- K 1 0 11 1 k 1 1`1 11 1 VI 14 1 f N I't M h N 11 1 Ii I (1I N 111 A I I A C,I-I I. I I AHI I 1 1,0 IA. I lit I, I Pf (fill I (II; It I 111 I I"i CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork d date by ate by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 II I I i CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by PLUMBING date by Attic OTHER Groundwork date by date by D W WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by Page No. 1 CASE HISTORY FOR CASE NO.: BLD94-0396 JOHN TITUS W520 DAYTON-AIRPORT RD SHELTON O8/04/94 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 03/31/94 03/31/94 KW BLDA100 Approved For Issuance / / / / 06/24/94 DONE KS 06/24/94 KS BLDA500 (F) Issue building permit / / / / 06/24/94 DONE KS 06/24/94 KS BLDB009 Fire Marshal Review 05/02/94 / / 05/13/94 Dave would you continue routing through DONE DLS 05/13/94 DLS EH - I'll ask them to return to energy when done ON TO EH ON 5/13. BLD8110 Structural Plan Review 04/22/94 / / 04/29/94 All departments please continue review. DONE WLC 04/29/94 WLC SEPA review underway. --Don BLDB120 WSEC Compliance Review 04/29/94 / / 06/13/94 waiting for more info - calcs for DONE DC 06/13/94 DLC envelope, lighting, heating stuff and ventilation info. 5/2/94 call ed Williams at Poe Construction. He will get back to me. TALK TO dAN ABOUT LIGHTING. METAL HALIDE LIGHTS 461 W EACH, 8 250W,277V METAL Halide wall packs (handling area 1.7W/ft2) WILL INSTALL THERMOSTAT LIMITING HEAT TO NO MORE THAN 49 DEGREES, NO ENVELOPE REQUIREMENTS, NATURAL GAS, WILL USE DIRECT VENT. Please pass back to Planning when done: Don (thanks) BLDS130 Planning Review 03/31/94 / / 05/24/94 MCEP may be required. BP on Hold. Ltr. PEND DB 05/25/94 DMB sent 5/6/94 regardign SEPA issues. Asked for plan for dry well to collect stormwater and route to filtration area. Planning can sign off with condition to that effect once information submitted by applicant. 5/24/94 Bob Williams notified us of dry well changes. Plan to follow. Planning Hold released - foundation permit issuance okay. BLDB130 Planning Review 05/25/94 / / 06/13/94 give to energy when done DONE DB 06/13/94 DMB BLDB135 Addressing / / / / 04/05/94 DONE GMM 04/05/94 GMM BLD8200 Environmental Health Review 05/24/94 / / 05/26/94 need approved septic design may need to HOLD CAJ 06/07/94 DLC address air quality return to energy when done and/or please return to Planning when done: Don (thanks) BLDB200 Environmental Health Review 06/13/94 / / 06/13/94 still waiting for approved design HOLD CAJ 06/16/94 CAJ BLDB200 Environmental Health Review 06/24/94 / / 06/24/94 DONE PSD 06/24/94 MHT BLDC125 Framing inspection 07/26/94 / / 07/27/94 Wall framing between new and old OK.Both PASS DPB 07/27/94 DPB bathrooms ,framing OK. BLDC130 Plumbing inspection 06/29/94 06/29/94 06/29/94 placement only PASS GDR 07/01/94 CKR BLDC130 Plumbing inspection 07/21/94 07/21/94 07/21/94 PASS GDR 07/21/94 GDR BLDC150 Wallboard inspection 07/19/94 07/19/94 07/19/94 steel stud wall between lines I and J. I PASS GDR 07/20/94 GDR side of wall first layer of 5/8's rock screwed per plan approved for second layer. Page No. 2 CASE HISTORY FOR CASE NO.: BLD94-0396 JOHN TITUS W520 DAYTON-AIRPORT RD SHELTON 08/04/94 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BLDC150 Wallboard inspection 07/21/94 07/21/94 07/21/94 J SIDE OF WALL FIRST 5/81S LAYER OF PASS GDR 07/21/94 GDR RATED WALL ASSEMBLE. SCREWED PER PLAN APPROVED FOR SECOND LAYER OF 5/81S ROCK. BLDC150 Wallboard inspection 07/26/94 / / 07/27/94 Wallboard 2nd layer between lines I and PASS DPB 07/27/94 DPB J.OK.Fire rock�ietween joists at top not all complete.�ls layer wallboard between new old on old side ok. BLDC150 Wallboard inspection 08/01/94 08/01/94 08/01/94 FRIST LAYER 0 SIDE 5 OF 6 LINE WALL. PASS GDR 08/01/94 GDR SECOND LAYER ON EXISTING SIDE OF 6 LINE. OK TO TAPE. SHEET ROCK BATHROOM BACK TO BACK BETWEE I AND J LINE. OK. ALL ABOVE PASS t� jC 5 R Tl J p � o-.__ {' a�:��.C�-,s-(-ram b I�. s�d.�� o l� -ro � `� MASON • BUILDING 111 • W. CEDAR SHELTON, • 98584 1 . • . 1 CORRECTION NOTICE • • Location D ' 0 '3 24 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been • • Items listed below must be corrected to gain code compliance hI ��.. . _.�� .i • _.��.�� !� ., it�.. : . '� � A.',�.. . P. i�) 0 ekx (D7 Ya.,c� i 11 I / Ate// !� �/ /. r • --�. •�. .�.� -�.� `I_. G. You are hereby notified that the above corrections shall be made BEFORE PROCEEDING . • FURTHER • . I� Cal I for •- • • • ,•- before continuing ake corrections, items will be checked on next inspection ■ OK to , Department , •� MASON COUNTY DEPARTMENT of HEALTH SERVICES Shelton,Washington 98584 (206)427-9670• Belfair:275-4467 I ENVIRONMENTAL HEALTH PERSONAL HEALTH WATER QUALITY P.O. BOX 1666 303 N. FOURTH P.O. BOX 1666 DATE: - :Y.D ��►3u�N, (,�� y gdc,i BUILDING PERMIT B )9y -039(I PARCEL # vZ CP Your building permit cannot be processed by Environmental Health until the following items are completed and turned in: e D. Application of Water Adequacy Approved sewage system permit a Cdesign 0 A complete set of septic records including an As-built (for existing septic systems) 0 A complete and accurate plot plan 0 � ft Rer.ycled t AUG- 5-94 FRI 12: 12 POE CONSTRUCTION FAX NO, 206 939 4805 P.01 - - •� • .+ •• .+� r=r-r%Art Y• Amu. 1M6 9S9 5207 POOL, POE Engineering, Yric.• CIVIL L STRUCTURAL EWINRERIN&OONSQUING 010 WEST b&ExE R anireT,5u E 101 !SENT.WASNNGTOM 08m (a7 Sn4121 - FAX MQ UO.520Y August 5, 1994 POE Construction, inc. 1519 W, valley Hwy N., Suite 143 Auburn, WA 9sooi Attri: Mr. Wayne wiliiams REz Aero Controls Shelton Expansion (P.B. UIN 94-045) Curtain Hoard Detail Dear Wayne: I have reviewed the attached curtain board detail and do not have a problem with the construction, per our phone conversation. As we discussed, the revised location has been approved by the Pure Marshall. Please call if I can be of further aaeisrance. Sincerely, ; FOR Nngineering, Inc. Pore... Alan P. Poe, p.B. attachment I AUG- 5-94 FRI 12: 12 POE CONSTRUCTION FAX NO, 206 939 4805 P. 02 -- +- - -"A %++ . +•+ r,•t run trvL..lM=tKLHU, XHU. 206 BS9 5207 P. 02 AUG- 5-94 F'R I 9;25 P05 CONSTRUCTION FAX M 208. 939 4805 P. 02 .,rP.V •d„ , JJ ...*I t . , vX s+,iv W/ g�� afew Cam• 'IZ�.C�4r�.. � , i — '—�'JC"-^� FAR.►!�✓tR, Cpe�i'TlNt.10U6 W>;✓ecrt-tCR 6�-�� F'K.Fa.►n�G.I. co-� I—--— —— W I NLar OPENING I I �IIIr ,IaCI%S M F PN cam•-Iy T...tPc610evWt�+C.S SECTION A-A "Moo 'SEE Ske-J - . �j�T LYENtNG -- - S9Nx=rr_JIONN B PLAN VI W SMOKE VET - - r -10 rova t-4-a ' SVD 55102 -- _ NGTR'G 48"x96" no,�E ccto�:WHITE _ �p}� F7MhHs GALL. PRIME PAINTED MANUFACTURING CORP. SFI=C1!-JCATILi VS' �C• 4820 El P.nidio Sheet,Corson.California 94749 _ 1.G.raGt sPPR�✓as_ r t�, -�- 2�J}635?32�- FhX-f2fi SHEET I. Go��.-¢ FiZ.AME' 14 C-.��. c. �. r:r-•=—' aR�►�t� 1 N'T�ct •,s ,� Joe 2. F�-rfNHINa F��•'+e, .063 co6� -'�•s B�7>T✓D�-D sat�J,-,INt�rf. srA.-E F�R� r��+- I r�.�tE FAJ IV'O• lt350.-034 ARCH. r OF), .� Q,tP3 FT�•�':E u+ G.A.. G.I. STEEL 4475 -06-4 .. 'ro CONTR. OG I.�NtF,7R+"I 0�.«LD+r.rG CGv DWG.N0. !SL)PMP7r UvE LCPaC' SUB.CONTR. w�I +2 s-acTY FnG�a�. DATE: DRAWM 8Y FEATURES ■ Low standby current. a Twi6t•on mounting bracket with tamper Option. California i ■ Designed for direct surface or electrical state Fire Y box mounting, Marshal ■ Models available with built-in 85 dBA 7257-1208:103 $ett piezoelectric horn. • l ■ Insect-resistant screening `) (.020"/.508mm openings), �■ ■ Isolated or integrated operation of M EA thermal available, 1348-80-SA • ■ SEMS screws for easy wiring. (2400,24WrH) FM In Unique optical sensing chamber. r4a' P 9 �:.. ✓ Su erior signal-to-noise ratio. (AT,AIT) Approved ✓ Built-in signal processing. �$AI ✓ 3.0%nominal sensitivity. (Formerl) ■ Removable cover for field cleaning ■ Visible LSD"blinks"in standby. ■Seated against dirt,insects and back system SOW pressure. I� ate! /,9 a Optional built-in 135OF(570G)thermal. 06 241212424 ■3 year warranty. �/ ■ Field metering of detector sensitivity, 4104Ir// o ■ Built-in tost switch, PhWoefoctrlc ■3,000 fprn air velocity, Smoke Detector ORDERING INFORMATION WOWS/Nora & 2412 Photoelectric Detector, 12VDC, Direct Mount Thetma� 2412TH Photoelecinc DeteclOr, 12VDC,with Integral 135OF Fixed Thermal 2412AT Photoelectric Detector, 12VDC,with Integral 135OF Fixed Thermal and 85d9A GENERAL 2424 Photoelectric Detector 24VDC,for Control Panels The 400 SeriesT"photoelectric detectors egral F Fixed Thermal are specifically designed to meet the 2424AT Photoelectric Detector,24VDC,with Integral 135OF Fixed Thermal and stringent performance requirements of in- 85dBA Horn dustrial and municipal fire detection/alarrtr 2424AIT Photoelectric Detector, 24VDC,with Isolated 135OF Fixed Thermal and 85dBA systems.The design of these detectors Horn emphasizes ease of installation and field A77-71f3-01 End of Line Relay Module 12VDC maintenance.The ATIAIT models add A77-71642 End of Line Relay Module 24VDC built-in audible signaling and optional RA400 Remote Annunciator(LED) isolation of the thermal. MOD400 Feld Test Module t r I M ulililljrH 2dt AT r, �24 2424TH or A T to f K• Operating voltage: (t10%, -16%) 12VDC 12VOC 12VDC 24VDC 24VDC 24VDC Current consumption a.Standby(max.): 120µA 120,uA 120µA 120µ4 12014A 120NA tx Alarm(max.): 77mA 77mA 51mA 41mA 41mA 43mA Reverned voltage(non-atarm): 8mA 15mA Sensitivity Photo: 3.00/bt.7FT 3.0%t.7Fr 3.0%t.7FT 3.0%t.7FT 3.0%t.7FT 3.0%t.7FT Nominal Nominal Nominal Nominal Nominal Nominal Thermal: _ 135OF 135OF 135OF 1350E Relay contact ratings: Resistive or Inductive(60%power factor)bad Alarm contacts: Form A: 2.0A a 30 VAC/DC Auxiliary contacts; Form C;2.OA a 30VAC/DC Weight: 0.7 lb. 0.6A 0 11OVDC, 1.OA® 125VAC size: 5.011h,5,511dia.with mounting bracket Temperatures: 32OF to 1200F(00C to 490C) Humidity: 10%to 93%Relative Humidity Visual Alarm Indicator; Solid State Light-Emitting Diode CER` IEFICATE NO. q y? s s,F,� F 3 6 3`Q3 ; Onderwriters Laboratories Me 3 _ Mfrs. NOR4flBRWK,1L SANTA CLARA.CA Ref. No. i RR27fi IM _ DRTL LVHAX,NY'; $ESF.AMOK 1�AMLK PA M N� ' r.3 -an•_in&pendenf,not=for profiforganization testing=fov�public safety _ ` ` _•z'.=% " _ a ` ,sThe'doors.�fseed'below are' over-tTie size limits established Standard='Fire protectioa'Fot'this tope of door eonstnictio .and so ane not elig�'ble to hear-a regular label of Undenvt hers Laboratories Ine_Tltis manufacturer ts,lherefoTe,authariZed=-_ tom Hance•exc '`' tation that their Rase beetfmanufactuxed r -doors,as its r resen P '= =doo _ _- •intiic sled _ tarissue:this certificate far the ep - i for size„to the requirements.for doors-,of this•class and type which are normally rated' 3 Hr.( A 1.Oversiae =doors ane not classified Acttm Eetnperature-transmission i�ole�-i his ctrgE-uace does nog indicatrt proper-application or insc&Utiorr of ihCdoossarwi doDC*not appl*to other doojs clock mar be+used a!(lit 1ocatima ;s rya, - ~, ` ` Underwriters LaharMades-,lime -Date of Fiance of Certrftcate: 6-3 M A Name-of=$uiWin-= ARRCO-CONTROLS _ DateMateriaksupplied 7—I4-14 Statement b}° 4lanufactut A-520;DAYTOI�F`AIRYORT` ` — Street 1a Sa.e The-material describedherein:wasroanufa.cture& = , ,bg,us.as•represented above.., $HEI.TON N WA 'WAYAIE DALTON CORP. city ZI _ srate. Rpm ti�,r No.of IMors; Tie,. Single or Pairs 'Size of Opening`~ . 2 ROLLING STEEL, _SINGLE.;'. ' SZZF-20Tonxi `A"- - t` � - '-`• ,' -13;8r uu,c ad,�,fnoc:na vrnam; ..'.. - `- ,- .. � � .._ - `- -. '��. o _ Date SigueI&It--30-9k o 10 CM CD F CD —3 ry w co .I� Awpf • oMmle� FDGF2 z us � J I ru I N ,. xOoa-\ I s1aERoont v"�--� Z, GEhi=RAL!MOTES 1.50 AT BRACKET i BARREL lE1_1 RING(!F REOD.j I �160„�SS� 1 4- ` DESIC�dUE`D IAW U.L AND F.M.SPECIFICATOtti O Cr LNK I I I FOR AUTOYdA7iGCL05UPE IN EVENT OF FAR= cn I � 1t� GaVEP,NOR � -- a - `� CU�kIA41S 20 GASTEELCR0INN TYPE. Cn • SNDLOGKS ON EACH=ND OF EVERY OTHER SLA' Lfj �19 Ll'�I I I E GUIDES ARE 5fRLGTuRAL THREE ANGLE. ADJL'SiTNG yy_ HOODS ARE 24 GAG{LYANt7T!`)STEEL ►4'FtEEl{ANP _ 5H --- ------ ""r >✓}IAIN Ht315T ! OP COATOF RUST INHIBITIVE PRIMER ON HpUlS1KG -------------------------------- �� 6SSCHANLIM a r NONSALVANTZED STEEL SURFACES. ALL i G&vANMG PER Asm A-ws STANDAF.DS_ Ll p, DOOR(S)OPERATED BY MEANS OF RED'JCT 10_N 2.MdTG STOPS 10I G" GEARS WITH LOFT EFFORT 40TTG EXC1=! FLAAIGE -.'I LL: U p, F„ 25 LBS.ELEG7ROGALVANIZEG IiAAID CHAI. I I a I g I FURNISHED1.MTH PADLOCKABLE CHAIN KEPER. I 2" GUIDE 02 SLAT ! i PROFILE f I � Nr3-rc 3- I I, ' CJRTAIN FINPSH: GALVANIZED STEEL e I j 9 BOTTOM BAR FIN[-c-H. GALVANIZED S o�L I I + GUIDE FINISH: PF'UMED STEEL I;OOD(V nNtSH: RRIM IED ST£3 OPTIONS ON THISTHESE DOORS EXPAN SION-J BOTTOM BAR CLEAAANCE 2' i COILSIDE ELEVATION VEf?I CAL SECTION FItGHT HAND OPERATT:'J DOOR SHOVM ; LEFT HAND OPERATED DOOR OPPOSITE 1I i CLEAR OPENING WFJTH Ul.& F.M. RATING r ' II.01 :tiL3HR OYERSiZE CEPTIFICATE TF 5�16" �_ It.01:FM NOT REWIRED. BRACKET ABawr>< Rolling Door Division r. INSIDE GROOVE TOINS®EGROOVE A.�AR89FIFEDOOR MCDEL: FDGV,?GS GUIDE SECTION P Pteo .otE. W9DTNIC-lISIMPORTAIIIT ANDmus-r mELD - FBGh: 0 0. IMND "IrT16 IE GM3 GME FDRBPACK-my SU.T I$r3TB u•^ � "b `C - 7_;` I TIE BH 2U6 2wr-u COtfI5 ACTDRSSPEC3AL CD of 0 7 ' I I I I aronn. k�DH vf�'1fif I ; iH'90N DFtr--r ND. 7KY I I 06i694-NA 1 r ` r 23� A.- j C WIDTH c RETAINING I FUSIBLE CHAIN HOIST KIT PARTS LIST - WHEEL tREF) LINK of F) c c r U 9 GEAR 2 CHAIN HOIST 3 HAND CHAT N r::� ' f'r_ _ ,- I 4 CHAIN LOCK W/ PIN &CHAIN ! ; :, �'� •, rr i I jE 5 FASTENERS 1 l t: ta` 1 _ : _ I� b CHAIN HOIST SUPPORT i O 3 !jl GOVERNOR r (REF) �� CHAIN HOIST_ AKSAR !BE o SOLD TO co - JOB hEi?D L.K ASSEMBLY AS SHOWN LOCATION S>iIC "Lo4j ) s R-H. ASSEMBLY OPPOSfTE SHOWN PREPA ED B SHEET C. ORDER N USTOIVd+ S w CRQSS RtFERENCE Na DRAWING n1w SK-24 MC, U. VIM 'S Certiftcaste of Occupancy �� .�. Ba,5on County j8uilbing Departinent This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certying that at the time of issuance this structure was in compliance with the various ordinances of the County regulating building construction or use. For the following: WAREHOUSE BLD94-0396 Use Classification Bldg. Permit No. B-2 —T A/6 N6 Group Type Construction Fire Zone Use Zone Owner of Building JOHN TITUS Address 1602 PIKE ST. NW AUBURN 2 0 DAYTON-AIRPORT SHELTON Building Addr s Locality C,....,.., By: 7 r-e/ a s Date: Building Officiall POST IN A CONSPICUOUS PLACE w"W "A We FAA Certified Repair Station No.I1J6R626N AFRO CONTROLS, INC. 15 April 1994 DEPARTMENT OF COMMUNITY DEVELOPMENT R �' . 1 V E D PLANNING - SOLID WASTE - UTILITIES APR 2 5 1994 426 W. Cedar, Bldg III M P.O. Box 578 CO. PLANNING C�cpT Shelton, WA 98584 Attn: Mr. Don Brush Subject: Proposed 45,000 square foot warehouse; W. 520 Dayton Airport Rd., Shelton Mr. Brush, In your letter, dated April 8, 1994, you requested a list of any potentially hazardous substances we may use in our business and the approximated quantities stored on site at any given time. You also requested a list of wastes generated by this business and an explanation of our procedures to safeguard against spills. The following chemical substances are currently stored in our existing building and could be moved into the new warehouse for storage: 1. Methyl Ethyl Ketone - 15 gallons 2. Alodine 1200 - 1 gallon 3. Primer, BMS 10-11 - 2 gallons 4. Paint, BMS 10-11 - 5 gallons 5. Paint Stripper, - 5 gallons 6. Safety Kleen Solvent - 60 gallons 7. Alumiprep - 1 gallon We have three major waste streams from our work processes. The process of cleaning parts results in a Waste Cleaning/Degreasing Solvent. We generate approximately 360 gallons of this waste per year -%i hicl+i is recycled by Safety r<leer. at o week intervals. Our paint stripping process generates a Waste Methylene Chloride Paint Stripper contaminated with paint which is collected in a 55 gallon drum and disposed of when it is full. We anticipate one 55 gallon drum per year to be recycled by Safety Kleen. Our painting process generates a Waste Paint Related Materials waste stream which consists of waste paints and accelerators with methyl ethyl ketone. This is disposed of by Safety Kleen and we anticipate one 55 gallon drum every two years. To safeguard against spills we store the waste drums with a SOCK Burm built around them to contain the spill. We have a weekly drum storage inspection program to verify the condition of the drums and ensure no leakage is occuring. In the event of a spill we have a spill clean up kit and procedure to ensure these spills are contained to prevent them from entering the drainage system or the ground. The spill would be cleaned up and disposed of in accordance with current EPA guidelines. 1602 Pike Street N.W. • Auburn,WA 98001 . Phone:(206)735-3350 . Telex:62897575 • Fax No.:(206)939-0530 FORM•ACF-23 ' . FAA Certified Repair Station No.1U6R626N L AFRO CONTROLS, INC. -2- We are a community minded company and we work closely with the Federal, State and local agencies in relation to all safety and environmental issues. Our EPA number for the W. 520 Dayton Airport Road site is WAD988517074. If you have any further questions or need specifics on any of the above you may contact our hazardous substance manager. Brian E. Thomas, (206) 735-3350, FAX (206) 939-0530 Respectfully, John Titus President 1602 Pike Street N.W. • Auburn,WA 98001 o Phone:(206)735-3350 o Telex:62897575 • Fax No.:(206)939-0530 FORM'ACF-23 STgrFO GARY YANDO,DIRECTOR yON. P 'c o A o N DEPARTMENT OF COMMUNITY DEVELOPMENT i o T PLANNING -SOLID WASTE- UTILITIES Y y BLDG. III * 426 W. CEDAR • P.O. BOX 578 1864 SHELTON,WA 98584 • (206) 427-9670 April 8, 1994 John Titus 1602 Pike St. N.W. Auburn, Wa. 98001 Re: Proposed 45, 000 square foot warehouse; W. 520 Dayton Airport Rd. , Shelton. Dear Mr. Titus: The Mason County Department of Community Development is in receipt of your building permit application submitted for the construction of a 45, 000 square foot warehouse. Environmental review will be required for this project. We will begin processing the environmental checklist you submitted without further delay. This site is located over a designated "highly critical" aquifer. The Mason County Interim Resource Ordinance states that a Conditional Use permit is required for " . . .any business that uses hazardous waste in their operation" . Please provide us with a list of any potentially hazardous wastes you may use in your business, including paints, oils, solvents, etc. (if any) and the approximated quantities stored on site at any given time. If potentially hazardous waste materials are utilized please explain precautions undertaken to safeguard against spills. Are any disposable by-products generated by this business? Please respond at your convenience. I also left a message with your receptionist today. Thank you. Respectfully, Don Brush, Planner Department of CoTununity Development Recycled MASON COUNTY PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER Shelton, Washington 98584 April 29, 1994 INTER-DEPARTMENTAL COMMUNICATIONS DATE TO: GARY YANDO, Director of GOmminity Development FROM: ALAN A. TAH7A, Office 'Tech. - P/W SUBJ: Aero Controls, Inc. Planned Expansion - DNS comments Mr. Yando, I have looked over the proposed stormwater infiltration Swale proposal for the planned expansion of the Aero Controls, Inc. building on the north side of the Dayton Airport Road, and feel the proposed 3' wide grass lined swales that are proposed to essentially encompass the site are adequately sized to accommodate anticipation storm events. I was disturbed in looking over the new site plan that it shows an existing dry well near the northwest corner of the existing building. I did not remember approving that on their previous plan, so I pulled the old plan and found it did not exist on the plan submitted to me. The plan I reviewed did contain a detail of a dry well, but no dry wells were shown on their proposal, nor approved for use. A dry well located in the loading dock area of this facility would provide a potentially direct route for contamination of groundwater. I am reasonably sure the activities performed by Aero Controls, Inc. come under one or more of the categories requiring an NPDES permit and that the proponent should be directed to apply for one as part of their proposal ALAA A.' TAH7A----_- File: H:\WP\LTTRS\AFRO-DNS.IDC r �z �� LYMPIC N•ATIO'NALI '%+► / i. lal MASON�1'" J..I�rM..: - - .:%MIN°~ L N: s'- .•Si"; �It. a0- F O R E.S T r N - COUNTY 17 . ••eiw.�f— __ t:..•;t.i. iK:!1':?:• �.'�l..' .I•.r r.i•-'L. '?'' K 1►f A IN 0 U N T V ��±++ol: Y•r , I , .{ 'r.L. I '. eN.e t :t Jil 11�•�\/I - , .a• 1 , II I l •. / lw z surLou• _— I ../ : I P/I'- i`��•C/✓VJ`i q-i�.. j/ r rr r °r.• } ^:-�. •°•} \� 'u+r n•� ��,�w x. ..I_.� �41<' - "--- lP,rw.M• � � �tirc. I � -__ e ° I '� I ) ll u � £' asp' Lr fI\• •�•\' L. LN'"�i7; uL.N � _ �' `� • III k ` '� _ I M' L•.. 1 N 1 ° 1 u '�. • °e J it-1 -r___�� I S �y`CA`Q z� ;. jam, �+ - __ '�.-,—�• e•.° r� t IN I e.•; ,'t N. N �aai:. 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O 4 aS�-7 P a p v Lff 'SMVI 31V1S HO!AllO ANV 31VIOIA Ol 1HDIU 3H1 N0Stl3d ANV}Ol 1NVHEJ 1 N 5300.lVA0Wd -dV SIHl '31SN3dXi S.H010Vtl1 00/tl3NM1'IO IV 38 IIVHS N01103d5NI 01311 iNOHd UNUII -038H00 'EOJOVt d0 AlIl181SNOdS -?H 31OS JUV S b'ld NO SNOISSINO 80/ONV S30tl43 ":.IddV IVHS S30O0 318VO1lddV llV N011.03dSNI C113iJ 01103renS ��j r A9 -*��y/ -- 31`da � .7 1b' W IJ A1Nn00 NOSVV4 "1 1 a3 Uddd �c.C) f/ `yam Z- \� vd i 1-7;� "e 4& L :Ems/' ? TIN t ng ►As��gc,� Z Aiding MASON COUNTY BUILDING DEPARTMENT ct a new building and connect it to 1 �9y d on the Dayton/Airport Road across n2�� 1991 WASHINGTON STATE ENERGY CODE ■ AND TAL i sq. feet. The new building would be VENTILATION AND INDOOR AIR QUALITY CODE 1/95 ached a rough sketch, showing the uildings. RESIDENTIAL REQUIREM=S (NEW CONSTRUCTION, ADDITIONS, &REMODELS) itomatic fire alarm system installed of the overhead rolling doors would THE PROCESSING OF YOUR APPLICATION CAN BE EXPEDITED IF YOU PROVIDE system to shut automatically if an COMPLETE AND DETAI= INFORMATION. M f g ubject 11 be ents: YOU ARE ENCOURAGED TO COMPLY TO THE 1991 WSEC BY UTILIZING THE on for APPROPRIATE PRESCRIPTIVE PATH FOR YOUR PROJECT. THIS WILL ALSO 1986 1 requirements for the "pink" walls? HELP EXPEDITE MATTERS. Steel .1 between the two buildings be a ;et or ible. The other wall in the new THE FOLLOWING INFORMATION MUST BE PROVIDED: of the Lowed by Code. as smoke vents and draft curtains in 1) A complete window schedule must be submitted with your WSEC compliance ] :h the a copy of the UFC reference. information, even if a window schedule is included on your building plans. Note that sliding glass doors (patio), french doors, and any door with 50% or more glass in it is "` ie me your comments, please? considered a window with the area (sq.ft.) being the entire units rough opening Load of dimensions. Any windows in doors (less than 50% of area) must be taken out of the square door area and put into the window area on the schedule. This window schedule must minimally show the dimensions of the rough openings of M.P.H. each window, the model (casement, horizontal slider, single hung, awning, picture, uniform etc...), and the units tested U-value. 2) If you are complying to the WSEC by prescriptive path and are using the area weighted ice with ' averaging method you must include your calculations (worksheet). 3) Indicate type of hot water heater, location of exhaust fans (bathrooms, laundry, kitchen), the location of your whole house fan, and all insulation levels (walls, floors, ceilings, and slab) on your building plans. adequate 1d usinq 4) Indicate how you will comply with the requirement for introducing fresh air to each i r eme n t s habitable room on your building plans (window frame vents, through the wall ports, or an integrated system with your furnace). sign of 5) If your home is 2,000 square feet or less, and using electric resistance heating (excluding heat pumps) a $900.00 "Payment to Owner at Time of Construction" will be ro, issued from your service utility after the final County inspection has passed. 11-9 1 bQ16 • R�D� Act �j l.Db USE A OFPfte D s. r nA J C Z TABLE NO.81.107_A—REQUIREMENTS FOR SMOKE VENTING AND CURTAIN BOARDSf DESIGNAYED COMMODITY STORAGE CURTAIN BOARD MAXIMUM AREA �t HEIGHT FORMED BY MAXIMUM MAXIMUM DISTANCE CLASSIFICATION (feet) DEPTH CURTAIN BOARDS VENT AREA SPACING OF TO VENTS FROM m (feet) TO FLOOR WALL OR m 1-IV (Sq.h-) AREA RATIO VENT CENTERS CURTAIN BOARDS 20 or less 6 (feet) 0 (Option 1 10'� 1:100 (feet) O p ) over 20 to 40 6 100 60 m I-IV 8'� 1:75 20 or less 4 l00 55 (Option 2 3'�p ) over 20o 40 4 t 100 55 3'� 11:50 :75 20 or less 6 100 50 V 6'� 1:50 over 20 to 30 6 100 50 6'� 1:40 30 or less 4 , 90 45 2'� 1:30'For storage heights in excess of those indicated,an approved engineered design shall Used. 75 40 A V CD O V D Date Checklist Prepared MASON COUNTY BUILDING DEPARTMENT PLAN REVIEWER AND INSPECTOR CHECKLIST 1"l WSEC AND V&IAQ CODE COMPLIANCE �OD� D,rA�r Permit Number 94- 039G Address 1'6�9 Sq. Ft. T� Name on Permit T/ T 05 ✓ohn Contractor/Phone#m r> 833-.Q V4e�, Compliance Method: ( ) Prescriptive (option) ( ) Component ( ) Systems Analysis Date FOUNDATION Insp. Rev. Slab:R-�(Ext.foundation down to frontline/slab bottom;or interior 24"to of slab&horizontal. Radiant under entire.) ) ( ) ( ) Below grade exterior wall insulation: R- ( ) ( ) Crawlspace ventilation: (1 sq.&NFA1150 sq.ft.floor area-cross vented) FRAMING ( ) ( ) ( ) Standard ( ) Intermediate ( ) Advanced ( ) ( ) Woodstoves and/or fireplaces: (6 sq.inches combustion air supply duct with damper direct to firebox.) ( ) ( ) Standard air seal: (Bottom plate/subfloor,rim joist/mudsill,window/door frames,penetrations condition to non-condition.) ( ) ( ) Attic ventilation (I sq.ft.NFA/150 sq.ft ceiling area) ( ) Spot exhaust fans: (4"exhaust-bath/laundry 50 cfm @.25 WG;kitchen 100 drn @.25 WG. Vented out with dampers.) ( ) Fresh air ventilation: Available to all habitable rooms. Installed and operational. (Integrated forced air,windows,wall ports.) ( ) ( ) Whole house exhaust fan: cfm(Intermittent system manual&auto controls/sone less than or=to 1.5 at.1 WG) Na+0,-o J ✓e.rlTa lahlor) ✓1 of a-vGU� (C G- W1LASf t75 I �/GGrrH la lon I� 5� r �on tar* INSULATI6N ( ) ( ) Attic baffles installed to deflect incoming air(Rigid material resistant to wind-driven moisture,extend 12"above loose fill or 6" above batt insulation) ( ) Mechanical ventilation ducts R-4(Exhaust in unconditioned space&supply in conditioned space.) Wall insulation(above rade) R- ( ) �) g (Batts face stapled) - Prov;de %-Pt r ri e r rj rem ( ) ( ) Wall insulation(below grade-interior) R- (Batts face stapled) i y'sula+ton ( ) ( ) Vapor retarders on walls (Faced Batt,or 4 mil poly or perm paint.-circle one) ( ) ( ) Rim joist(Insulated with vapor retarder-rigid foam and caulked or 4 aril poly.) ✓a, ( )��► ) Vaulted ceiling insulation R- ` (Vapor retarder&1"air space)-A r Y 1cxn-Cv- e-r-- r t rem_ over i nSCA0 t j&n• ,.)o� CnrtpeeS6 FINAL t rl6o 0/� Floor insulation R- (Substantial contact w/surface,supports less than or=to 24"OC,not blocking vents.) ( ) ( ) Ventilation system is operational(spot,whole house,fresh air to all habitable rooms. If integrated system,certification by installer is required.) ( ) ( ) HVAC ducts in unconditioned areas R-8 (joints sealed;mechanically fastened with a minimum of 3 fasteners.) ( ) ( ) Pipe insulation R-3 (Hot and cold lines in unconditioned areas-service or recirc.see Table 5-12). ( ) ( ) SHW heaters: (NAECA label,separate power or gas shut-off,on R-10 pad if electric in unconditioned or on concrete.) Heating system type: Ito - C-las hewers @ t-I D,oc;o P- ec e rl A FU E .774 ) ( ) Radon monitor on Site with instructions.No. - Supplied by MCBD Cr more— Thermostat: (Heat range 55-75;AC 70-85;both 55-85. Backup heat controls(lockout)prevent simultaneous operation of primary system.) ( ) ( ) Solid fuel appls.: (Glass/metal tight-fitting doors;dir.comb.air source,or 4"dia.dampered,indir.source for existing const.) ( ) ( ) Ground cover: (6 mil black polyethylene or approved equal lapped 12"at joints,extending to foundation wall.) ( ) ( ) Penetrations(All exterior wall and ceiling penetrations sealed to drywall-plumbing,exposed bean-is,wall receptacles,fans,recessed lights.) ( ) ( ) Ceiling Insulation R- (Insulate&weatherstrip access,baffle to prevent spillover-no cardboard) ( ) ( ) Vapor retarder paint if a vapor retarder was not installed when insulation was installed. GLAZING Plan Reviewer-Fill out this glazing section or attach a window schedule to this checklist. Insp cctt2r_- Verify window information during field inspections. Include skylights,glass doors and all other glazing on this form. Use rough opening area for calculations. Date Size Quantity Area S . Ft. U-Value Manufacturer Rev. Insp. o u.Zs Total glazing area: Total conditioned area: Percentage glazing: Verified: DOORS Plan Reviewer-List opaque doors by type(solid core,insulated,etc.)quantity, U-value,and manufacturer. Inspector- Verify door information during field inspection. Date Type/Quantity U-Value Manufacturer Rev. Insp. All 02 (nee.-head S e o \.5hajj ry�eet ez rse 44 . Signature of Building Inspector: Date of Final Inspection: • u��iw�i IV UIb1'LAY GEHIIf•IGAIE—i • ----- ......�::.r� DEPART -- ---- -------_,_: i MENT OF LABOR AND INDUSTRIES c THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A Cow CONT SPLCIALTY AA Ad REOISTRATION NUMBER EXPRATM BATE L EFFECTIVE UATL 1.2/C' 6/85 STATE OFWASHINGTON IUNIV N5AL R_FRIkiEKATION INC 410Z � PL, L`c N W AUbUlN WA V 8 0 0 1 ..2..:c ------------ f625-052-000(3-92) L DETACH TO DISPLAY CERTIFICAT—_j I hereby certify that this is a true ' copy ,o the original certificate of Industrial Insurance coverage. 1 ' � I ------ �.\ -- --------------- Steven�C. R eder , President Signed before me this 20th day of January, 1994. 2-M,V- i . Perry, tary Public �' My commission expires 7-1-96. I/ i I cs,v-o�. I �.�..... � qR •p Z� I a��o E-�.. c�cx_ �. �w v. O �kls-c•I I� lay.ar'z.. � � — — �_ � I�-l1G.t,.1, `„ � • R-E.P�..�ac-E, AS l�x� A-,;. t Q 6 3 F4l. 1 in {LIOc�� lvL .v to�� wA J i s(w -- FRAME AND GRATE RIM 98.80 0( L( o B 1"z3" SLOTS 0 GEOTI;CH FABRIC O 12"MIN o S � O O 8 CLEAN GRAVEL BACKFILL A ° 1 48"DIA CMP Z DD G,�� MrnlM, LL 9A1$TY RAIL - -N TRF TOC ��CF+A:1=$4ER EDCzES INDUSI `y ( SECTIC ` I ON THE l� III _ PARKIN �-f.,-� PARKID III- • POE Engineering, Inc. CIVIL&STRUCTURAL ENGINEERING/CONSULTING �f v / rnft� 610 WEST MEEKER STREET,SUITE 101 Ii —1 �� KENT,WASHINGTON 98032 1111 (206)859-5121 • FAX(206)859-5207 STRUCTURAL DESIGN CALCULATIONS OF THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION. AERO CONTROLS EXPANSION DAYTON AIRPORT ROAD APPROVED SHELTON, WA A�"' MASON BUILDING INSPECTOR CHANGES SUBJECT TO APPROVAL FOR MR. JOHN TITUS 1602 PIKE STREET N.W. F, �pO AUBURN, WA 98001 p� WAsy,-t� `- c� J/N 94-005 2 7060 MARCH 1994 POE Engineering, Inc. JOB ' Civil & Structural Engineering/Consulting SHEET NO. OF l 6 610 West Meeker Street, Suite 101 CALCULATED BY DATE Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE - "L Q`. C�c�� -� mow t,v / Z - S POE Engineering, Inc. JOB y� Civil & Structural Engineering/Consulting SHEET NO. --t_ OF 610 West Meeker Street, Suite 101 DATE TED B C CALULAY 1��' / Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE S L..�T C_.o-eft..+ � 'C 1�.►�3a�'S LT l...a,n.� C'Yt.a�t-'` is s \ , _` i G V. 5/V. �r a� -you � POE Engineering, Inc . Title : Civil & Structural Engineering Scope : 610 W. Meeker Street, Suite 101 Number: Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr : Date : 18-Mar-94 ------------------------------------------------------------------------ -------------------GENERAL FOOTING ANALYSIS & DESIGN -----------Page--�/t --------------------------------- l� DESCRIPTION >> ------------------------------ DESIGN DATA ----------------------------- ALLOW. SOIL PRESSURE = 2 , 000 psf OVERBURDEN DL WT = psf SHORT TERM INCREASE = COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind) = 3 BIAXIAL ANALYSIS ? N y/n ----------- AXIAL LOADS ------------- --------- DIMENSIONS ---------- DEAD LOAD = 6 . 8 kips WIDTH ALONG X-X = 9 ft LIVE LOAD = 35 kips LENGTH ALONG Y-Y = 3 ft SHORT TERM = kips THICKNESS = 24 in 'X' LOAD ECC. FROM CL = in COLUMN X-X DIM. = 12 in 'Y' LOAD ECC. FROM CL = in if Y-Y DIM. = 16 . 56 in ------ Y-Y AXIS ROTATION FORCES ------ --- X-X AXIS ROTATION FORCES -- . . . .Pressures @ Left/Right . . . .Pressures @ Top/Bot MOMENT: DL = ft-k MOMENT: DL = ft-k LL = ft-k LL = ft-k Short Term = ft-k Short Term = ft-k SHEAR: DL = k SHEAR: DL = k LL = k LL = k Short Term = k Short Term = k ------------------------------ SUMMARY ------------------------------- . . . . . . . . . Soil Pressure Moments & Shears . . . . . . D+L D+L+ST Max. Allow. Max Pressure = 1, 838 542 psf Mu/Phi = 22 . 7 --- k-ft Allow. if = 2 , 000 psf Vu: l Way= 24 .4 93 . 1 psi 'X' Ecc . = in Vu: 2 Way= 16 . 5 186 . 2 psi 'Y' Ecc . = in OTM Ratio= 999 . 00 1 . 50 Service Load Pressures . . . . . . Left Right Top Bottom DL + LL 1, 838 1, 838 1, 838 1, 838 psf DL + ST + LL (if LL & ST= Yes) : 542 542 542 542 psf Factored Load Pressures . . . . . . Left Right Top Bottom ACI Eq 9-1 2 , 962 2, 962 2 , 962 2 , 962 psf Eq 9-2 759 759 759 759 psf Eq 9-3 488 488 488 488 psf ---------------------------------------------------------------------- ----- FOOTING DESIGN DATA ---------------------------------------------- f' c = 3 , 000 psi 'm' = Fy / ( . 85f' c) = 23 .53 Fy = 60, 000 psi Vn: 1 . . . 2 (f' c) � . 5 = 109 .5 psi REBAR CL TO SOIL = 3 . 5 in Vn: 2 . . .4 (f' c) , . 5 = 219 . 1 MINIMUM STEEL % = 0 . 0014 --- FACTORED SHEARS -------- 9-1 -- 9-2 --- 9-3 --------- Vn * Phi ---- TWO-WAY 16 . 5 2 .3 1 . 5 psi 186 . 2 psi ONE-WAY: Vu @ Left = 24 .4 3 .4 2 . 2 psi 93 . 1 psi Vu @ Right = 24 .4 3 .4 2 .2 psi 93 . 1 psi Vu @ Top = 1 .5 1 . 5 1 . 0 psi 93 . 1 psi Vu @ Bottom= 1 . 5 1 . 5 1 . 0 psi 93 . 1 psi --- MOMENTS ------ 9-1 --- 9-2 --- 9-3 ------------- Ru--- As Reqd ---- Mu/Phi @ Left = 22 . 72 3 . 13 2 . 01 k-ft 54 . 1 0 . 34 in�2 " @ Right = 22 . 72 3 . 13 2 .01 k-ft 54 . 1 0 . 34 /ft " @ Top = 0 . 93 0 . 13 0 . 08 k-ft 2 . 2 0 . 34 " @ Bottom= 0 . 93 0 . 13 0 . 08 k-ft 2 . 2 0 .34 --- SERVICE LOAD OTM STABILITY ----------- Static ------- Short Term --- Factor of Safety Y - Y AXIS = 999 . 00 999 . 00 Factor of Safety X - X AXIS = 999 . 00 999 . 00 POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. OF / 610 West Meeker Street, Suite 101 CALCULATED BY All DATE Kent, WA 98032 (206) 859.5121 FAX (206) 859-5207 CHECKED BY DATE SCALE �u I �---�'� � S •G,��'`• —f- �L...Y� `�- J,�. '�., mac.,. Ste. 1C.Z40 POE Engineering, Inc . Title : AERO CONTROLS EXPANSION Civil & Structural Engineering Scope : COL FTG AT DOCK HIGH 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr : AFP Date : 19-Mar-94 ------- ----------------------------------------------------------------- -------- ------------------SQUARE FOOTING --DESIGN ----------------Page DESCRIPTION >> AERO CONTROLS EXPANSION >> COL FTG ---- LOADING DATA ---- -------- I ------- I ------- I -------- I ------- ------- DEAD LOAD k 8 . 9 LIVE it k 35 SHORT TERM k SEISMIC ZONE (0=wind) 3 OVERBURDEN WT psf 300 COMBINE LL+ST? y/n Y Y Y Y Y Y ---- FOOTING DATA ---- LENGTH & WIDTH ft 5 . 5 THICKNESS in 15 # OF BARS 5 BAR SIZE # 5 COLUMN SIZE in 20 f1c psi 3 , 000 3 , 000 3 , 000 3 , 000 3 , 000 3 , 000 Fy psi 60, 000 60, 000 60, 000 60, 000 60, 000 60, 000 BAR COVER in 3 3 3 3 3 3 CONCRETE WT. pcf 145 145 145 145 145 145 ----- SOIL DATA ------ BASIC ALLOW. SP psf 2, 000 SHORT TERM MULT. 1 . 33 1 . 33 1 . 33 1 . 33 1 . 33 1 . 33 DEPTH BELOW SOIL ft 2 . 5 INCREASES . . . . . . PER FT DEPTH psf 400 WHEN BELOW. . . . ft PER FT WIDTH psf WHEN WIDER. . . . ft -- CALCULATED FORCES - ------- I ------- I ------- I ------- I -- ----- I ------- I Max. Static SP psf 1, 932 Allow Static psf 3 , 000 Max. Short SP psf 1, 932 Allow Short Term psf 3 , 990 One Way: Allow psi 109 . 54 Vu/phi psi 24 . 14 Two Way: Allow psi 219 . 09 Vu/phi psi 56 .43 Mn k-ft/ft 16 . 08 Mu/phi : Actual if 6 .23 ---- REINFORCING ----- -------- I ------- I ------- I -------- I ------- I ------- Actual Bar Depth in 11 . 69 11 . 69 11 . 69 11 . 69 11 . 69 11 . 69 MIN ALLOW. °s STEEL 0 . 0014 0 . 0014 0 . 0014 0 . 0014 0 . 0014 0 . 0014 200 / Fy 1 0 . 0033 Req' d Per Analysis 0 . 0008 USE. . . . . . . 0 0 . 0014 In�2 Req'd per Foot 0 . 196 Total Req'd in"'2 1 . 080 --- REBAR CHOICES ---- -------- I ------- I --- ---- -------- I ------- I ------- Quantity of : #4 6 #5 4 #6 3 POE Engineering, Inc. JOB d ^ cp=V5 Civil & Structural Engineering/Consulting SHEET NO. 7=k OF / 610 West Meeker Street, Suite 101 CALCULATED BY A`�r DATE Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE o . -3.S POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :RTNG WALL AT DOCK HIGH 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 19-Mar-94 ------------------------------------------------------------------------ RETAINING WALL DESIGN Page S/ ------------------------------------------------------------------------ DESCRIPTION >> AERO CONTROLS EXPANSION >> RTNG WALL AT DOCK HIGH ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 2 , 000 psf AXIAL DL ON STEM = plf ACTIVE LATERAL = 35 . 0 pcf AXIAL LL ON STEM = plf . . . . .MAX PRESS . = pcf . . .ECC (Toward Toe=' +' ) = in . . . . . SLOPE PRESS . = pcf BACKFILL SLOPE _ : 1 SURCHARGE OVER TOE = psf (horiz :vert, O=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS . = 250 pcf . . .RESISTS OVERTURNING ? SOIL DENSITY = 110 pcf Toe Y y/n SOIL HT OVER TOE = 8 in Heel Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD' L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START = ft VERT. POSITION OF FTG. TOP OF FTG TO END = ft . . .Above/Below: [+/-] = ft SPREAD FOOTING ? Y y/n ----------------- --------- WALL & FOOTING DATA ----------- --- ----------- RETAINED HEIGHT = 4 . 67 ft TOE WIDTH = 1 ft WALL HT. ABOVE SOIL = ft HEEL WIDTH = 1 . 75 ft KEY DEPTH = in Total Width = 2 . 75 ft KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 10 in ----------------------------- SUMMARY ------------------------------- - Pressure @ Toe = 978 psf Factors of Safety: Pressure @ Heel = 70 psf Overturning = 2 .48 ✓ Allowable Press . = 2 , 000 psf Sliding = 1 .48 Ecc . of resultant = 4 . 77 in cw_- --->> Sliding Ratio < 1 . 5 Max. Shear @ Toe = 5 . 79 psi Allow. Ftg Shear = 93 . 11 psi Max Shear @ Heel = -3 .52 psi ---- ------------------------------------------------- ----------------- ------ SLIDING CHECK ------ Lateral Pressure = 530 lbs FTG/SOIL FRICTION = 0 . 35 - Passive Pressure = 281 lbs SOIL TO NEGLECT = in - Friction = 504 lbs Factor of Safety = 1 .48 ------ Add' 1 Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press . Mult . ---Toe-- --Heel-- f' c = 3 , 000 psi By ACI Eq. 9-1 psf= 1, 369 98 Fy = 60, 000 psi Mu - Upward ft-#= 608 Min. As Percent = 0 . 0014 Mu - Downward ft-#= 139 525 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 469 (525) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 5 . 8 3 . 5 # 4 @ 21 . 98 in o . c . 19 . 05 Allowable psi= 93 . 1 93 . 1 # 5 @ 34 . 07 29 . 52 Cover over Rebar in= 3 . 50 2 . 50 # 6 @ 48 . 00 41 . 90 I I POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :RTNG WALL AT DOCK HIGH 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 19-Mar-94 - ----------------------------------------------------------------------- RETAINING WALL DESIGN Page ---------------------------------------------------------------------- -- DESCRIPTION >> AERO CONTROLS EXPANSION >> RTNG WALL AT DOCK HIGH - --------- SOIL DATA -- ---------- --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 2 , 000 psf AXIAL DL ON STEM = plf ACTIVE LATERAL = 50 . 0 pcf AXIAL LL ON STEM = plf . . . . .MAX PRESS . = pcf . . .ECC (Toward Toe=' +' ) - in . . . . .SLOPE PRESS . = pcf BACKFILL SLOPE _ : 1 SURCHARGE OVER TOE = psf (horiz :vert, O=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS . = 250 pcf . . .RESISTS OVERTURNING ? SOIL DENSITY = 110 pcf Toe Y y/n SOIL HT OVER TOE = 8 in Heel Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD' L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START = ft VERT. POSITION OF FTG. TOP OF FTG TO END = ft . . .Above/Below: [+/-] = ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 . 67 ft TOE WIDTH = 1 ft WALL HT. ABOVE SOIL = ft HEEL WIDTH = 1 . 75 ft KEY DEPTH = in Total Width = 2 . 75 ft KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 10 in ----------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1, 383 psf Factors of Safety: Pressure @ Heel = psf Overturning = 1 . 73 Allowable Press . = 2 , 000 psf Sliding = 1 . 04 Ecc . of resultant = 8 . 17 in --->> Sliding Ratio < 1 . 5 Max. Shear @ Toe = 8 . 50 psi Allow. Ftg Shear = 93 . 11 psi l a�-Max Shear @-Heel ---_--_4_55-psi - ------------------------------------- ------ SLIDING CHECK ------ Lateral Pressure = 757 lbs FTG/SOIL FRICTION = 0 .35 - Passive Pressure = 281 lbs SOIL TO NEGLECT = in - Friction = 504 lbs Factor of Safety = 1 . 04 ------ Add' 1 Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press . Mult . ---Toe-- --Heel-- f' c = 3 , 000 psi By ACI Eq. 9-1 psf= 1, 937 Fy = 60, 000 psi Mu - Upward ft-#= 813 Min. As Percent = 0 . 0014 Mu - Downward ft-#= 139 525 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 675 (525) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 8 . 5 4 . 6 # 4 @ 21 . 98 in o. c . 19 . 05 Allowable psi= 93 . 1 93 . 1 # 5 @ 34 .07 29 . 52 *<-ek%u Cover over Rebar in= 3 . 50 2 . 50 # 6 @ 48 . 00 " 41 . 90 'd' in= 6 . 50 7 . 50 # 7 @ 48 . 00 48 . 00 4 Ru = Mu/bd"2 psi= 17 . 7 10 .4 # 8 @ 48 . 00 " 48 . 00 ## 9 @ 48 . 00 " 48 . 00 #10 @ 48 . 00 48 . 00 #11 @ 48 . 00 48 . 00 POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :RTNG WALL AT DOCK HIGH 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 19-Mar-94 ------------------------------------------------------------------------ RETAINING WALL DESIGN ------------------------------------------------------------------------ --------------------------- STEM DESIGN ----------------------------- -- - NOTE: Concrete M & V are <----------- Stem Sections -------------> factored Mu & Vu Top . . . . . . . . . . . . .Bottom WALL TYPE . . . . . . . -------------------------------------- 1 :Mas, 2 :Conc, 3 :Not Used 1 1 1 1 2 DESIGN HEIGHT ABOVE FTG. = ft REBAR: O :Cntr, l :Edge ? 1 ' d' FOR DESIGN = 6 .25 .DESIGN DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THICKNESS (nominal) = 8 in REBAR SIZE ## 4 REBAR SPACING = 18 in Lateral Load @ Section = 908 # Moment . . . .Actual = 1, 439 ft-# Moment . . . .Allow. = 3 , 671 ft-# Shear. . . . .Actual = 9 . 7 psi Shear. . . . .Allow. = 93 . 1 psi . . . . Interaction Result = 0 . 392 Wall Weight = 100 . 0 psf n : Modular Ratio = 9 .29 Rebar Embed Length = 6 . 00 in .MASONRY STEM DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f1m = 1, 500 1, 500 1, 500 1, 500 1, 500 psi Fs = 24, 000 24, 000 24, 000 24, 000 24, 000 psi ALL CELLS GROUTED ? N N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 in .CONCRETE STEM DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f' c = 3 , 000 3 , 000 3, 000 3 , 000 3, 000 psi Fy = 60, 000 60, 000 60, 000 60, 000 60, 000 psi ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning Moments-><- Resisting Moments -> Origin of Force : # ft ft-# # ft ft-# ---------------- ------- ------- ------ ------- ------- ------- Active Soil Press . = 757 .2 1 . 83 1388 . 9 -- -- -- Soil over Heel = -- -- -- 556 .5 2 . 21 1228 . 9 Soil over Toe = -56 . 3 0 . 50 -28 . 12 73 .3 0 .50 36 . 666 Sloped Soil @ Heel = -- -- -- Adjacent Ftg. Load = Surcharge Over Heel = -- -- -- Surcharge over Toe = Axial Load on Wall -- Load @ Proj . Wall = -- -- -- Averaged Stem Wts . _ -- -- -- 467 . 0 1 . 33 622 . 66 Added Lateral Load = -- -- -- Footing Weight = -- -- -- 343 . 7 1 . 38 472 . 65 Key Weight = -- -- -- Vertical Component of Active Pressure = -- -- -- -------- ------- ------- ------- Totals =700 . 916 1360 . 8 1440 . 6 2360 . 9 -------- ------- ------- ------- Resisting Totals Used For Soil Pressure = 1440 . 6 2360 . 9 (Vert . Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS --------------- -------- POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :RING WALL AT DOCK HIGH 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 19-Mar-94 ------------------------------------------------------------------ ------ RETAINING WALL DESIGN ---------- -------------------------------------------------------------- Top . . . . . . . . . . . . .Bottom -------------------------------------- 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Edge 'd' Modifier = 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Wall Wt . Multiplier = 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Type : 1=LtWt, 2=MedWt, 3=NrmWt : 2 2 2 2 2 POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. ' OF 610 West Meeker Street, Suite 101 CALCULATED BY DATE S l �� l q4— Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE o k C..o Z•4& i E,�surc An LAP�:�.,��T Q•-��•�.ST � Z c�'-' �T V �`► n'`E"�-'� Rangy A�fi�• 'c �� -� l��/1.Scs ��.: _ c. ML POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :END WALL FTG 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date: 19-Mar-94 ------------------------------------------------------------------------ GENERAL FOOTING ANALYSIS & DESIGN Page l3 ------ --------------------------------------------------- --------------- DESCRIPTION >> AERO CONTROLS EXPANSION >> END WALL FTG ---- -------------------------- DESIGN DATA ---------------------------- - ALLOW. SOIL PRESSURE = 2 , 000 psf OVERBURDEN DL WT = psf SHORT TERM INCREASE = COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind) = 3 BIAXIAL ANALYSIS ? N y/n ----------- AXIAL LOADS ------------- --------- DIMENSIONS ---------- DEAD LOAD = 1 kips WIDTH ALONG X-X = 5 ft LIVE LOAD = 7 . 2 kips LENGTH ALONG Y-Y = 2 . 5 ft SHORT TERM = kips THICKNESS = 24 in 'X' LOAD ECC. FROM CL = in COLUMN X-X DIM. = 10 in 'Y' LOAD ECC. FROM CL = 8 in " Y-Y DIM. = 12 in ------ Y-Y AXIS ROTATION FORCES ------ --- X-X AXIS ROTATION FORCES -- . . . . Pressures @ Left/Right . . . . Pressures @ Top/Bot MOMENT: DL = ft-k MOMENT: DL = ft-k LL = ft-k LL = ft-k Short Term = ft-k Short Term = ft-k SHEAR: DL = k SHEAR: DL = k LL = k LL = k Short Term = k Short Term = k ------------------------------ SUMMARY ------------------ ----------- -- . . . . . . . . . Soil Pressure . . . . . . . . . . . . . . . Moments & Shears . . . . . . D+L D+L+ST Max. Allow. Max Pressure = 2 , �002 498 psf Mu/Phi = 2 . 6 --- k-ft Allow. = 2000, ^" ' psf Vu: l Way= 2 . 7 93 . 1 psi 'X' Ecc . = in Vu: 2 Way= 3 . 2 186 .2 psi 'Y' Ecc . = 5 . 55 1 . 73 in OTM Ratio= 999 . 00 1 . 50 Service Load Pressures . . . . . . Left Right Top Bottom DL + LL 946 946 2 , 002 psf DL + ST + LL (if LL & ST= Yes) : 370 370 498 242 psf Factored Load Pressures . . . . . . Left Right Top Bottom ACI Eq 9-1 : 1, 497 1, 497 3 , 168 psf Eq 9-2 518 518 697 339 psf Eq 9-3 333 333 448 218 psf ---------------------------------------------------------------------- ---- - FOOTING DESIGN DATA ---------------------------------------------- f' c = 3 , 000 psi 'm' = Fy / ( . 85f' c) = 23 . 53 Fy = 60, 000 psi Vn: 1 . . . 2 (f' c) � .5 = 109 .5 psi REBAR CL TO SOIL = 3 . 5 in Vn:2 . . .4 (f' c) "� .5 = 219 . 1 MINIMUM STEEL % = 0 . 0014 --- FACTORED SHEARS -------- 9-1 -- 9-2 --- 9-3 --------- Vn * Phi ---- TWO-WAY 3 . 2 0 .3 0 .2 psi 186 . 2 psi ONE-WAY: Vu @ Left = 1 . 8 0 . 2 0 . 1 psi 93 . 1 psi Vu @ Right = 1 . 8 0 .2 0 . 1 psi 93 . 1 psi Vu @ Top = 2 . 7 2 . 7 1 . 7 psi 93 . 1 psi Vu @ Bottom= 0 . 5 0 . 5 0 . 3 psi 93 . 1 psi --- MOMENTS ------ 9-1 --- 9-2 --- 9-3 ------------- Ru--- As Reqd ---- Mu/Phi @ Left = 2 . 63 0 . 27 0 . 17 k-ft 6 . 3 0 . 34 in�2 POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope :END WALL FTG 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 19-Mar-94 -------------- ------------------------------------------------------- -- - GENERAL FOOTING ANALYSIS & DESIGN ------------------------------------------------------------------------ " @ Right = 2 . 63 0 . 27 0 . 17 k-ft 6 .3 0 . 34 /ft it @ Top = 0 . 01 0 . 00 0 . 00 k-ft 0 . 0 0 . 34 of @ Bottom= 0 . 05 -0 . 00 -0 . 00 k-ft 0 . 1 0 . 34 --- SERVICE LOAD OTM STABILITY ----------- Static ------- Short Term - -- Factor of Safety Y - Y AXIS = 999 .00 999 . 00 Factor of Safety X - X AXIS = 999 .00 999 . 00 I �I �I POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. OF 610 West Meeker Street, Suite 101 ,t��r DATE Kent, WA 98032 CALCULATED BY (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE %x L — . . r 3' F•t'v Lsti..�o,L.�S�S I� z� i 4 + POE Engineering, Inc . Title :AERO CONTROLS EXPANSION Civil & Structural Engineering Scope : SIDE WALL FTG 610 W. Meeker Street, Suite 101 Number: 94-005 Kent, Wa 98032 Misc . (206) 859-5121 FAX (206) 859-5207 Dsngr :AFP Date : 21-Mar-94 --------------------------------------------------------------- ------- - - - -----------------GENERAL FOOTING ANALYSIS & DESIGN Page -------------------------------- - -- DESCRIPTION >> AERO CONTROLS EXPANSION >> CORNER FOOTING ------------------------------ DESIGN DATA ------------------- ALLOW. SOIL PRESSURE = 2 , 000 psf OVERBURDEN DL WT = psf SHORT TERM INCREASE = COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind) = 3 BIAXIAL ANALYSIS ? N y/n ----------- AXIAL LOADS ------------- --------- DIMENSIONS -- ------ -- DEAD LOAD = 0 . 5 kips WIDTH ALONG X-X = 3 ft LIVE LOAD = 3 . 5 kips LENGTH ALONG Y-Y = 3 ft SHORT TERM = kips THICKNESS = 24 in 'X' LOAD ECC. FROM CL = 12 in COLUMN X-X DIM. = 10 in 'Y' LOAD ECC. FROM CL = 3 . 75 in IT Y-Y DIM. = 12 . 5 in ------ Y-Y AXIS ROTATION FORCES ------ --- X-X AXIS ROTATION FORCES -- . . . . Pressures @ Left/Right . . . .Pressures @ Top/Bot MOMENT: DL = ft-k MOMENT: DL = ft-k LL = ft-k LL = ft-k Short Term = ft-k Short Term = ft-k SHEAR: DL = k SHEAR: DL = k LL = k LL = k Short Term = k Short Term = k --- --------------------------- SUMMARY ------- ------------------ ---- -- . . . . . . . . . Soil Pressure . . . . . . . . . . . . . . . Moments & Shears . . . . . . D+L D+L+ST Max. Allow. Max Pressure = 1, 641 457 psf Mu/Phi = 0 .4 --- k-ft Allow. if = 2, 000 psf Vu : l Way= 2 . 7 93 . 1 psi 'X' Ecc . = 7 . 26 1 . 93 in Vu: 2 Way= 1 . 0 186 . 2 psi 'Y' Ecc . = 2 . 27 0 . 60 in OTM Ratio= 999 . 00 1 . 50 Service Load Pressures . . . . . . Left Right Top Bottom DL + LL 1, 641 1, 012 457 psf DL + ST + LL (if LL & ST= Yes) : 234 457 380 311 psf Factored Load Pressures . . . . . . Left Right Top Bottom ACI Eq 9-1 2, 559 1, 578 712 psf Eq 9-2 328 639 532 435 psf Eq 9-3 211 411 342 280 psf. ---------------------------------------------------------------------- ----- FOOTING DESIGN DATA ------------------------- ---------------- ----- f' c = 3 , 000 psi 'm' = Fy / ( . 85f' c) = 23 . 53 Fy = 60, 000 psi Vn: 1 . . .2 (f' c) � . 5 = 109 .5 psi REBAR CL TO SOIL = 3 . 5 in Vn: 2 . . .4 (f' c) ^ . 5 = 219 . 1 MINIMUM STEEL o = 0 . 0014 --- FACTORED SHEARS -------- 9-1 -- 9-2 --- 9-3 --------- Vn * Phi ---- TWO-WAY 1 . 0 0 . 1 0 . 1 psi 186 . 2 psi ONE-WAY: Vu @ Left = -0 . 6 -0 . 1 -0 . 1 psi 93 . 1 psi Vu @ Right = 2 . 7 2 . 7 1 . 7 psi 93 . 1 psi Vu @ Top = 1 . 7 1 . 7 1 . 1 psi 93 . 1 psi Vu @ Bottom= 0 . 7 0 . 7 0 .4 psi 93 . 1 psi --- MOMENTS ------ 9-1 --- 9-2 --- 9-3 ------------- Ru--- As Reqd ---- Mu/Phi @ Left = -0 . 02 -0 . 02 -0 . 01 k-ft 0 . 1 -0 . 34 inA2 FILE COPY 3 • 7 \ sJ ti"Q c nv&C -)TAT; ;..! Is) Tc c CIO t i � f ru MASON C, 'NT IRE SHAL. � 4 DATE rf V err rfni '- ,ALL ARi'!_!c 4LC r ES SH AND/On' i I.', J GN SPONSIBI: OF O "ki?;GONT aCTOA ~NEC 1 TIONS RECTARED,FPO::' FIELC. ION Sr ' L BE AT OWNCR,CO!JT'lA-_TORT. EXPE%SE. 1t:;S P. - — PROVAL COES MOT GRA'JT YO ANY PEIaSON THE RIGHT TO VIOLATE AN-CITY OR STATE LAWS'_ - - - - _- TiJ - S /Sy cC-HI-f5- c &FA eip 5 C& •�Sl 7� A ✓ZV G�/LSi S a� b/�WToN FAA Certified Repair Station No.IU6R686N AFRO CONTROLS, INC. Eli` January 26th, 1994 ram. J, Q Dave Salzer Mason County Fire Marshal aENERAL SERVICES 426 West Cedar Street Shelton WA 98584 Mr. Salzer After reviewing the sections of the NFPA 72 which you sent to me . I believe that Aero Controls, Inc . is in full compliance to that Stand- ard, and the Standards your jurisdiction has adopted. Reference NFPA 7-3 . 1 . 2 : Where automatic testing is performed. Our system is monitored and tested daily at 1 : 17pm which falls within this standard. Because of this Automatic Testing the visual inspection on the Controlled Equipment, Control Panel Trouble Signals, Initiating Devices Remote Annunciators, and the Transmission and Receiving Equipment can be extended to an annual visual Inspection. Reference our monitoring contract with Security Holdings, Inc. . With reference to NFPA Standard 7-3 . 2 the testing frequencies for Audible Devices, Visual Devices, Control Equipment, Initiating Devises are required on an annual basis . Aero Controls, Inc . has a signed 36 month contract with Security Holdings, Inc . for the maintenance of and the testing of our Fire Alarm System. See the attached contract with Meridian Security. If Aero Controls, Inc . is still not in full compliance of the NFPA Standard, I would like to make an appointment with you and discuss this issue further. 1602 Pike Street N.W. • Auburn,IVA 98001 • Phone:(206)735-3350 • Telex:62897575 • Fax No.:(206)939-0530 FORM'ACF-$3 • FM Certified Repair Station No.IU6R6$6N AFRO CONTROLS, INC. Aero Contorls, Inc . intentions are to be within complete compliance of the NFPA Standard and the Standards that Mason County has adopted. But as a corporation doing business, we have to be concerned with the dollars and cents of any system that is in place or that needs to be in it place . Aero Controls, Inc . has to be careful in which company manages the system and monitors it . If Aero Controls, Inc . were not careful in these areas, we would not be in business very long. If I could be of any help, please call me at 427-5441 . Between 9 : 00am and 4 : 00pm. Monday through Friday. Sincerely yours, 1 -L uletg DoA L. Weeth Director Of Operations Aero Controls, Inc . Shelton Division cc : Security Holdings Contract, Fire System Report 1602 Pike Strcet N.W. Auburn,WA 98001 a Phone:(206) 735-3350 • Telex:62897575 • Fax No.:(206)939-0530 MICNI"A(T-23 r Security Holdings, Inc. Seattle Bellingham R��t• P.O. Box 65027 17533- 15th Ave. N.E 2300 James St 1=Te'•t Seattle,WA 98155 206-367-5197 206-734-6000 �ESsanw_ (Accounting)1-206-367-5380 1-800-395-2527 1-800-992-2910 SECl14ITYSYSTEW SALES AND MONITORING AGREEMENT DATE 12/20/93 PHONE 427-9411 INSTALLATION DATE �) Q NAME Aero Controls Inc. ACCOUNT NO. 1-r) O afl ADD 1 West- n BILL TO: NAME Aare) rnntrnl c,T1C ADD 2 ADDRESS 1602 Pike Street ciTY/zip Shelton, WA 98585 CITY/ZIP Alibirn, WA QR001 II. E UIPMENT INSTALLED/SERVICE: 735-3350 ITEM NO. DESCRIPTION OF EQUIPMENT QUANTITY UNIT PRICE EXT.PRICE J BURGLAR ALARM I Control Panel Siren 3 Keypad 4 Windows 6 Doors 6 Motion Detector 7 Holdup Panic Switch 8 Glass Break Detector 9 10 FIRE ALARM I 'Smoke Detector 2 *Heat Detector 3 *Partial Fire System Comments/Remarks: Installation Total: Central Station Monitoring of existing Fire Alarm Service: System — Silent Knight 5204 Control Tax: Permit Cost: • TOTAL: Down Payment: Balance Due: 0 III. SERVICES TO BE RENDERED: Monitoring Service: . . . . . . . . . . . . In Yes No $ 25.00 per month **Leased Equipment: . . . . . . . . . . . . El Yes No **Equipment remains property of SECURITY HOLDINGS, INC. Monthly service total shall be payable in advance each quarter for a term of 36 months from the date of installation. To be billed quarterly in advance. The proposal of services and price quotes shall be guaranteed only for a period of n/a days from the date of this bid agreement unless signed below. Customer acknowledges that he/ has read a d under ood all the terms of this agreement as stated above and on the backside and agrees in full. iai Z LD Accepted and pr e CUSTOMER SIGNATURE/TITLE DAT By: GENT Z Approved for SECURITY HOLDINGS, INC.: e //�7/.� C-UEMTIVE OFFICER DATE This agreement shall not be binding unless approved in writing by an Executive Officer of SECURITY HOLDINGS, INC. ORIGINAL OFFICE• YELLOW CLIENT • PINK AGENCY ThRMS, f,t)NIIIP:..ii6 AND WARRANTIES 1 1. Customer understands that a syst:.em/cormtunicator that does nut send a r(igui rlv scheduled signal (supervised system) mast be tested monthly in accordance with SECURITY HOLDINGS, INC. instructions. Customer shall be res'pon5ible for the performance of this- test. 2. Customer shall notify SECURITY HOLDING;;, INC. in writing immediately of any changes in information regarding the handling of any signal. (emergency call numbers, passcar.d numbers, etc.), or a-ty false or unexplained claims. 3. All phone company charges and permits relquired by state and local authorities will be in addition to the installation-price. 4. The customer is responsible for false alarms or the charges therefor and SECURITY HOLDINGS, INC. shall be held harmless for false alarms or charges therefor, if any, that may be incurred. 5. It is understood that SECURITY HOLDINGS, INC. is not an insurer and that the company is being paid for the installation of a system designated to reduce certain risks of loss and does not assume responsibility for any losses. The company does not warrant nor make any representation that the system or service supplied may not be compromised, circumvented, jammed or that the security system will in all cases provide the protection for which it is installed or intended. 6. It is understood that SECURITY HOLDINGS, INC. is not an insurance company and that rates are based solely on the services rendered and this system is designed to deter burglary and vandalism and not guaranteed to prevent it. Maximum liquidated damages for any incident will be either $200.00 or 10% of annual fee as liquidated damages - whichever is greater. 7. SECURITY HOLDINGS, INC. warrants that installation of the security equipment is to be free from defects in workmanship for one year from the date of installation. This warranty shall not apply to any workmanship which has been altered, improperly repaired or subjected to accident, neglect, abuse, misuse, or system problems caused by extended commercial power outages. 8. SECURITY HOLDINGS, INC. makes, no warranties other than above, either expressed or implied, as to any matter whatsoever, including without limitation, the condition of the equipment, its merchantability or its fitness for any particular purpose.. All warranties, if any, covering equipment or security devices are provided by the manufacturer and is the sole responsibility of the • customer. 9. Additional costs for labor and equipment due to changes or modifications by customer to the above description of service and system to be installed shall be assessed to and paid by the customer. 10. This contract represents the entire agreement between the parties and there are no agreements, representations, or promises either oral or written other than as set forth herein or attached hereto. 11 . This agreement cannot be modified or changed in any way unless in waiting and � signed by both parties hereto. ' 12. Upon completion of the above described installation, the balance of the price shall be due and payable. Interest at the rage of 18 percent per anntun shall be charged for any late payments, and if this account is placed in the hands of an attorney for collection or if suit is brought to collect, the customer promises to pay reasonable attorney's fee and all costs and expenses incurred. 13. The term of this agreement shall be for a minimum of two years beginning with the date of installation completion. At the end of the two years, or after the end of the initial contract period, if over two years in length, this agreement shall be automatically extended an additional year on each contract anniversary unless cancelled upon 30 days written notice by either party. L 14.. After the initial contract period,-SECURITY HOLDINGS,INC. imay `adjust.thQ monthly monitoring charge upon 30 days' written notice'td,,the'..custpieer. 15. In the event the customer cancels monitoring or fails to pay for monitoring ate any time during the monitoring agreement,period, the monitoring payments for the remaining months of the agreement become immediately due and payable as liquidated damages for defaulting on ':he agreement. If the account is placed in the hands of an attorney for co,*e_tion or if suit is brought to collect, the customer agrees to pay reasonabJ,. attorney's fees and all costs and expenses incurred. MASON COUNTY FIRE MARSHAL Mason County Bldg.III 426 W.Cedar P.O. Box 186 Shelton,Washington 98584 (206)427-9670 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION FIRE ALARM SYSTEM REPORT OF INSPECTION Date: Name of Facility: Occupied As: Address: City: WA: County: Zip: Telephone: ( ) Building Destination (if more than one building): Inspection By: Title: Date of Inspection: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Type of Test: Monthly [ ] Quarterly [ ] Semi-Annual [ ] Annual [ ] 2. Type of System: Noncoded ( ] Common coded [ ] Selective coded ( ] Dual coded [ ] (as pertaining to Chapter 212-14 WAC) 3. Local Fire Department: 4. Fire Department Official Contacted: 5. Test Received at Fire Department?: Yes [ ] No [ ] 6. Master Box Reset A.M. P.M. 7. Comments, explanation of results, action taken, etc. MCFMO 03-5/93 EQUIPMENT TESTED NUMBER OF SATISFACTORY CHECK UNITS TEST TYPE AND TYPE OF EQUIPMENT TESTED DATE YES NO N/A MANUFACTURER Control Panel Manual Station 0. Heat Detectors 1 . Smoke Detectors 2. Audible Alarm Devices 3. Visual Alarm Devices 4. Code Transmitters 5. Automatic Door Releases 6. Trouble Indicators 7. Master Alarm Box 8. Batteries 9. Charger 0. Generator 1 . Ventilation Control 2. Fire Department Interconnection 3. Central Station Interconnection 4. Exterior Sprinkler Electric Alarm Bell 5. Sprinkler Water Flow Switch 6. Sprinkler Gate Valve Supervision Switch 7. Annunciators l Automatic Time Delay of General Alarm Minutes. None Installed [ ] Test of alarm system emergency power, satisfactory? Yes [ ] No [ ] This is to certify that this fire alarm system has been properly inspected for reliability covering the items listed in this report and is consistent with NFPA Fire Alarm Maintenance Standards. A. Signature of Owner or Representative B. Signature of Fire Alarm Firm Representative C. Name of Firm D. Mailing Address Phone No. _ Security Holdings, Inc. Seattle Bellingham F�'�f P.O. Box 65027 17533 - 15th Ave. ME 2300-James St op70,04 Seattle, WA 98155 206-367-5197 206 73 (Accounting) 1-206-367-5380 1-800-395-2527 1-800-992-291000 SALES AND MONITORING AGRffil W DATE 1 /1 7/9 5 PHONE 4 2 7-5 4 41 INSTALLATION DATE NAME Aero Controls, Inc, ACCOUNT NO. 521 524 ADD I W. 520 Dayton Airport Rd. BILL TO: NAME ADD 2 ADDRESS CITY/ZIP Shelton, WA 98584 CITY/ZIP II. EQUIPMENT INSTALLED SERVICE: ITEM NO. DESCRIPTION OF EQUIPMENT "yt QUANTITY UNTr PRICE EXT.PRICE BURGL AR ALARM 1 Control Panel Silent Knight 5207 2 Siren 3 Keypad 4 Windows 5 Doors 6 Motion Detector 7 Holdup Panic Switch 6 Glass Break Detector 9 10 + FIRE ALARM 1 *Smoke Detector 2 *Heat Detector 3 POE Engineering, Inc. CIVIL&STRUCTURAL ENGINEERING/CONSULTING I 610 WEST MEEKER STREET,SUITE 101 KENT,WASHINGTON 98032 111 (206)859.5121 • FAX(206)859-5207 STORM WATER DESIGN CALCULATIONS OF AERO CONTROLS EXPANSION DAYTON AIRPORT ROAD SHELTON, WA FOR MR. JOHN TITUS 1602 PIKE STREET N.W. OF W�Sy� AUBURN, WA 98001 4 27060 J/N 94-005 MARCH 1994 3 - `z s� POE Engineering, Inc. JOB ` Civil & Structural Engineering/Consulting SHEET NO. t OF 610 West Meeker Street, Suite 101 Kent, WA 98032 CALCULATED BY ____ !- �� DATE (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE �c•l�. oc�.�''t.c� L?��-s—_. FZ.�'�v S�C. Oiu�`.�--�P��- P L�C� t•,,?Ew �v � 4S.,cx� S� -b JOB `Ar _ POE Engineering, Inc. Civil & Structural Engineering/Consulting SHEET NO. Z OF 610 West Meeker Street, Suite 101 CALCULATED BY 1��P DATE l�o (`k Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE �.E, `x�.v �2.r��P � Du�'E, To �,�.t--1,�,,l�•��`TL-1, . �..`..�� = 0.� � s \•�'L Ate.. 1atLE v-rc' A.v�. r co, C. 6S S .C.S . TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ (YEAR) , DURATION(HOUR) , PRECIP (INCHES) 100, 24, 5 --------------------- ------------------------------------------------- ******************** S .C.S . TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 5 . 00" TOTAL PRECIP . ********* ---------------------------- ------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 2 . 84, 65, 4 . 68, 93 . 5, 5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 7 .5 2 . 8 65 . 0 4 . 7 93 . 5 5 . 0 PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT) 6 . 62 7 . 67 89294 ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: fl S;rem'_r'v POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. 3 OF Q 610 West Meeker Street, Suite 101 CALCULATED BY A4qrtc" DATE Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE PO -o ►- C.aCL. P-a�E.L. T� .� c�_ '�'u.►�S �.S Fes- SUMMARY OF INPUT ITEMS 1) TYPE OF FACILITY: GRAVEL TRENCH/BED 2) STORAGE DEPTH (f t) : 2 . 00 3) VERTICAL PERMEABILITY(min/in) : 4 . 00 4) PRIMARY DESIGN HYDROGRAPH FILENAME: d: \storm 5) PRIMARY RELEASE RATE (cfs) : . 00 6) NUMBER OF TEST HYDROGRAPHS : 0 7) NUMBER-OF-ORIFICES, RISER-HEAD (ft) , RISER-DIAM (in) : 0, 2 . 00, 18 8) ITERATION DISPLAY: YES STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) PERM-AREA(SQ-FT) . 00 . 00 . 0 . 0 .20 . 00 527 . 2 8787 . 3 .40 . 00 1054 . 5 8787 . 3 . 60 . 00 1581 . 7 8787 . 3 . 80 . 00 2109 . 0 8787 . 3 1 . 00 . 00 2636 .2 8787 . 3 1 . 20 . 00 3163 .4 8787 . 3 1 .40 . 00 3690 . 7 8787 . 3 1 . 60 . 00 4217 . 9 8787 .3 1 . 80 . 00 4745 . 2 8787 . 3 2 . 00 . 00 5272 .4 8787 . 3 2 . 10 .46 5272 .4 8787 . 3 2 . 20 1 .31 5272 .4 8787 . 3 2 . 30 2 .40 5272 .4 8787 . 3 2 .40 3 . 69 5272 .4 8787 . 3 2 . 50 5 . 16 5272 .4 8787 . 3 2 . 60 6 . 59 5272 .4 8787 . 3 AVERAGE VERTICAL PERMEABILITY: 4 . 0 MINUTES/INCH POE Engineering, Inc. JOB d� Civil & Structural Engineering/Consulting SHEET NO. T OF 610 West Meeker Street, Suite 101 CALCULATED BY IaFP DATE Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE Z, \tm=-"-'N •cJ`' Sroc�h GEC Gam.. POE Engineering, Inc. JOB Civil & Structural Engineering/Consulting SHEET NO. S OF 610 West Meeker Street, Suite 101 CALCULATED BY �F DATE Kent, WA 98032 (206) 859-5121 FAX (206) 859-5207 CHECKED BY DATE SCALE RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d: ] [path] filename [ .ext] OF ROUTING DATA d: \route DISPLAY ROUTING DATA (Y or N) ? Y ROUTING DATA: STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) PERM-AREA(SQ-FT) . 00 . 00 . 0 . 0 . 20 . 00 527 .2 8787 .3 .40 . 00 1054 .5 8787 . 3 . 60 . 00 1581 . 7 8787 . 3 . 80 . 00 2109 . 0 8787 . 3 1 . 00 . 00 2636 .2 8787 . 3 1 . 20 . 00 3163 .4 8787 . 3 1 . 40 . 00 3690 . 7 8787 .3 1 . 60 . 00 4217 . 9 8787 .3 1 . 80 . 00 4745 . 2 8787 . 3 2 . 00 . 00 5272 .4 8787 . 3 2 . 10 .46 5272 .4 8787 . 3 2 . 20 1 . 31 5272 .4 8787 . 3 2 . 30 2 .40 5272 .4 8787 .3 2 .40 3 . 69 5272 .4 8787 . 3 2 . 50 5 . 16 5272 .4 8787 . 3 2 . 60 6 . 59 5272 .4 8787 . 3 2 . 70 7 . 12 5272 .4 8787 . 3 AVERAGE PERM-RATE : 4 . 0 MINUTES/INCH SATURATED PERM-RATE : 4 . 0 MINUTES/INCH GROUND STORAGE BEFORE SATURATION: . 00 CU-FT/SQ-FT ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: d: \storm INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) 6 . 62 . 0+ 0 V 0 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 17 1 . 94 PEAK STORAGE: 5120 CU-FT < o.�.�...Rt.�•� ✓ INFILTRATED VOLUME : 89317 CU-FT KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm dur,3tion. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 _ Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 11/92 I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget D Briscot D Puyallup B Buckley D Ragnar B Coastal Beaches Variable Renton D Eadmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A/B °Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately tow runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potentiai). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. * From SCS,TR-55, Second Edition, June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. 3.5.2-2 11/92 S 4- 3 Z Ge- i I ➢ m Fri - FAP ON In o m to cr z r 00 ( cr) 00 + a rI a M o a o Ny o a o r� Q ,1 x ci 0 0 o a o O °_ ?° z p � r v� - - O q 0 O Q X O 10 I Nnc ` Q 0 09 Ln Q N — c 6 a z 41 - OT Vi o 0 74-- o a o o a o -� ao 0 oo� c r r � Z ' o o a o o a o OL lox 0-8 l ` Q l Dn n I s s �•o � � O_ O O � V xo — vi .a U, �_,.------ - n e ® l E.�`sr • � -64 � I � - o f