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HomeMy WebLinkAbout1912 W 18th St Technical - BuildingTECHNICAL Permit Address 9 2, W 8+tex S� Project description C 1,61-k am Courv'b -e ex Ge,s c (7 Date the permit was finaled Number of technical pages 53 NTI Clark Assockktu Mr Don Jackson, Project Architect KMD Architects and Planners 421 Southwest Sixth Avenue, Suite 1300 Portland, Oregon 97204 Subject Summary of Construction Progress at Clallam County Juvenile Services Center Dear Mr Jackson Enclosed are Daily Construction Reports for each visit to the construction site and a copy of all test results for the period Things to note are, The first set of Prism tests have been completed The 7 day break for 6" and 8" C M U have exceeded the 28 day required compressive strength of 1,500 PSI A set of 12" prisms will be constructed when the masons begin working with them Winter weather is quickly approaching There have not been any construction delays due to weather, although there have been rainstorms in recent weeks So far exposed soils are still holding up The masons have been covering only the work that has not been grouted solid at the end of each day An exterior concrete wall was poured without notification and no inspection or testing was conducted (please see Job Construction Report dated 10/15/93) There have been no other areas of noncompliance with specifications or plans encountered Compres- sion test results for concrete, mortar, grout, and prisms have all been within project specifications If you have any questions please call us at 1- 800 654 -5545 Sincerely, N� T HWE TERN TERRITORIES, INC P9/' Pat McErroy, EIT Civil Engineering PM /tm Enclosures NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordination Materials Testing October 18, 1993 OCT 21 1993 cc Absher Construction Mr Eric Sutter, KPFF Consulting Engineers Mr Craig Jacobs, Clallam County Parks Recreation Mr Larry Romig, Port Angeles Building Official fc CCJSC Ltr dir Eng /Ltr 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (206) 452.8491 1.800. 654 -5545 FAX 452-8498 NTI Mr Don Jackson, Project Architect KMD Architects and Planners 421 Southwest Sixth Avenue, Suite 1300 Portland, Oregon 97204 Subject Weekly Summary of Construction Progress at Clallam County Juvenile Services Center Dear Mr Jackson NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordination Materials Testing August 30, 1993 We are pleased to submit our first set of Inspection and Testing Reports Enclosed you will find a summary of the week's progress, Daily Construction Reports for each visit to the construction site, and a copy of all test results for that week As of August 25, 1993, the site has been excavated and compacted to the slab elevation Trenches for footings around the perimeter are approximately 75% completed and concrete has been poured for the footings on the east side of the building Masons have laid two courses of CMU on the footings that have been poured to bring them up to the slab elevation Other trades have excavated trenches for storm drain, sanitary sewer, and power They are at various degrees of completion Conditions have been favorable There have been no delays from weather Soils have been maintained in a reasonably dry state Some areas that had seepage problems during rainy days soon after excavation have not been a problem with the dry weather To date the project is progressing quite well Our inspectors have not encountered any areas of noncompliance with plans or specifications If you have any questions please call us at 1- 800 654 -5545 Sincerely, NORTHWESTERN TERRITORIES, INC gr Pat McElroy, EIT Civil Engineering Enclosures cc Absher Construction Mr Craig Jacobs, Clallam County Parks Recreation Mr Larry Romig, City of Port Angeles Building Official PM \tm fc KMD2 Ltr dir Eng \Ltr 717 SOUTH PEABODY PORT ANGELES, WA 98362 (206) 452 -8491 1- 800 654 -5545 FAX 452 -8498 AN INDEPENDENTLY OWNED AFFILIATE OF BECKER INVESTIGATIVE ENGINEERING CORP 1: SPECT iO PEPO TS NORTHWESTERN TERRITORIES, INC: Englama Land Surveyors Piannan Construction Coordination •Matadals Thsting T17 SOUTH PEA800Y •PORT ANGELES, WASHINGTON 98362 (206) 452-8491 CONTRACT NO PROJECT C'e-J s F INSPECTOR Ji/1 !7w V/i Vi LA.1.1�1,R c, r„ y r hz6 ORKR) 4 TEMP HIGU 7 O 4 LOW 4( WORK DONE PA7l24 b RE mesPC -erioN Fob' .s/z f PLRee Fog sf•EAo F007/A WeA TEb /3ErwEEN «fbs ?Ei¥_ e FO AND 6 9 A AN!, 2.f' 6 U AA/0 ADD I AND r4 f Q 6 A Nb b E 6 2 Tf/ 4E ,+2FRA/ 4/2E P/AEE/>E//r /s /N A€x Ot DA ivee wlrN pLA N5 E se•e' p O# t1E!? eaNe,eETE TF57 A'OR AWE O SOOT N6 s sA ME 6K /b5 A 5 RE /A/ PEZ'r /oN T.r/E CoNe4"E7 %VAC POURE/C) A/V/ cow sOLA OAT E� w/ r v ,O RATOR /111 Aeeo 'DANC'E win/ iA/ /s AA/ sPE' /F7eA7 adVc /BUR cams /s TEC b6" /9 et's CONTRACTOR EQUIPMENT ON PROJECT 5ACz//OE r'RAc/ /,/OE. c°O/`1PAcrn,e S t/A IL- Cog T r GRAv CONTRACTOR PERSONNEL ON PROJECT WO /`/F /lA L MATERIAL USED AND LOCATION MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS CONTRACTOR'S TRUCK TICKETS FIELD BOOK INSPECTOR'S DAILY REPORT CONTRACTOR Ar3S /E/Z MEASUREMENT LUMP SUM T %Tn T1nf TAtl I n nTn 17 A T/ 171 DATE 84775. S1//94WW 1 0A/'/9A /V 4/ LA trOlK• FR Q A4-1- at-47z-- jORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordination Matadals lasting 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98382 (206) 4528491 CONTRACT NO INSPECTOR WEATHER WORK DONE /4 en r, r veP-e rt7H0(// eii.r1 INSPECTOR'S DAILY REPORT PROJECT C'c R// E /-oy C> 3 ,aUic-c CONTRACTOR clay- a .Soho y HRS WORKED 3 DATE 85/°5793 S>61( o� 68 o� TEMP HIG1' LOT' 71/,,,, 75 07�r�ls�f UJ2-, L L ti„, ,Led Rock,- 1 741_0 47Proln 8/Z5 Tes> re-so /Jed e /C c e)- con eicf,- d (PPaSe_ S'ce C©/, 6/,0,ice, 5/ c7 /ce.oltoA, CONTRACTOR EQUIPMENT ON PROJECT ,Ee- iva o∎- 2)zkekv. w- 2 V/ Aka -7i P/ez� rn CONTRACTOR PERSONNEL ON PROJECT MATERIAL ACCOUNTED FOR BY ROCK TICK$ CONTRACTOR'S TRUCK TICKETS MEASUREMENT FIELD BOOK ,17 99 9 9 q/-7d 70 a /(4/4z,e9 Srptd �6 74--s7L- la-co/1c rie74-) bscLi (C+,g/ -G". FW- evtla LZ'rti.ievt n,4 (71' 1;r C>./A& /5-a4e3 MATERIAL USED AND LOCATION SCALE SHEETS LUMP SUM NTI NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors t Planners Coastruction Coorandlion Materials Testing JOB CONSTRUCTION REPORT (coNr rb) S /25`93 rhei -c_ ake_ <'O/,1 CiS zc7`ivez°L, /9 eCT c r t/Q d Ze_0©, face l/ qsid 44P 7 6'c-3 /eC!'!Gr C9 P,o r �rPOvPC T/tO ,01-0 I° l',7 c /ech n /Col .Z77 e e'er C /zi/yIP ric c&O /Va T. ve _25 /S 74) Uri iro /C✓ c, o f C.0/ 74 9c) lv c9 to 7zA e e V( d SC US'S /D7� 7 S C..J( /VP �`i a gea /,;1o% AID /4r-c4 f'1 Cc51-17 4S Fi�J`4 /c h?? ,r�4 /vrPo /tie, t-teci ZA,L 7 2 A e° S 7 v t i C /Gr, Aac %f'7 14C TU L a 6-e_ /Lie. -S/ /�fr%�G�r Q� r e.7`(/ h r`�L� 7 r /p e r SS(iP /-Q 41 q a _Sites k -te•ed 47 7 4 4 7 /t'a'�7`i r __COA//c1 ri r S A a r2 �PE�v? !h°•G�i'Y r7S c'DGJ// d 7G� (u 7 4:-r /rte Re/7or/ �5 A C- e_ r- A a. 4 /7(117 vi e I C 1 e //S fpi4 C.' c.7 H>t 8 c7`/ d 1-1 1 7 1 -S /1 a .1. rc led n /r°a�7 �O )/Ac A76r1, 1:.-.•/ eii C/ ,2 .v! /n v !D 0 I7 6 In 7/ k.- �UCJ4 i-A.�/ i° �J r S 7 s 40_ k O7 le_ .4G iv cL //4a o1 4; new rrt n• °nnv nnor A tte Ct CC UFA oA•1R0 MARL AS912AO1 I_RNIXSaf_SS1S NORTHWESTERN TERRITORIES, INC. Englasers eland Surveyors •Planners Construction Coordlaatlon Materials Testing 717 SOUTH PEABOOY PORT ANGELES, WASHINGTON 98362 (206) 452.8491 CONTRACT NO INSPECTOR WEATHER WORK DONE MATERIAL USED AND LOCATION CONTRACTOR'S TRUCK TICKETS FIELD BOOK PROJECT 10,E /7fl Aft INSPECTOR'S DAILY REPORT (7", T S CONTRACTOR RRS wORKE.D a 9- MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS MEASUREMENT LUMP SUM TMCD (`T(IAT CTrMAP1TPP 8/092/9 DATE v` TEMP HIGH LOT Me 7 ry- 2 or? KZ Of) pi t°( )I it «S LOlyr�� c'n_ a,,— frr u,1.2/4 Q //4/e-/RQ/— 6-,e/ C 2 /2 (S e Ter f A %044s c✓ 8/ 1//3 J 5:ame CONTRACTOR PERSONNEL ON PROJECT AS dtpv Cdh_OL ��b/� �o� ✓r�Sv�r Par, 4 /17) l M WCl_‹!3`>/'∎/ Z c y Z i/(/'r%r•CS CONTRACTOR EQUIPMENT ON PROJECT .5(Cer L,z kr 1)u.ia i p f 1‘,60,Lr€Ln a (q'�' a /-27 Pae. edhee ?(L/Ls'i NTI CC 3 Project ,'lib 4,};,Aar4c Client Attention 1(7'= v'0 kvi Sent By d c/ PS ay 4 Z had ro 7e) do NORTHWESTERN 'TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordination Materials Testing JOB CONSTRUCTION REPORT Project Number Routing /zg /9 Date Date of Visit Client Number File 95 OI`ir erk7c /es /2oPe na-cres c7�i� 2 r k11 W a S 7�T�rp�„ _pec /i, /11 93 9% /Voi -c (ti (7nd 7 C 7�s ►oa ,_,_74 (44- d J 1 ri C,.hP 7 9c A.acl e.,.)// C N /J (14 .e;rJ v- 7 .sr sj« ,6 oH ce, h0 SJyPcrd' ice, Jo. c? d /?5 r���� i,�c� �c'�/ LC /67S C 7T 1 6 t ri7 rl /9 C l l 1,��! AJY'. WO C P/i 7],n, d-- -71-4 -SO vvr/ r" of v,C AS i vP� 1 to --/A° S lip n i /.liPn c,_,y(r1 Or 3 Gbh r✓ //e 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (206) 452 -8491 1- 800 654.5545 NORTHWESTERN TERRITORIES, INC. Engineers •Lind Surveyors •Planners Construction Coordination •Materials lasting 717 SOUTH PEABOOY PORT ANGELES. WASHINGTON 98362 (206) 452-8491 CONTRACT NO INSPECTOR WEATHER WORK DONE �j� /'"/GI �c 9/zS AL ,74 CONTRACTOR EQUIPMENT ON PROJECT CONTRACTOR PERSONNEL ON PROJECT MATERIAL USED AND LOCATION INSPECTOR'S DAILY REPORT PROJECT CC 1 CONTRACTOR �e� 79`f PC r SC//7i'1 Li HRS WORKEIL_,C TEMP HICP LO" 1 Gt1QS °/2 v elk; h AceA rev,_ C7 A /r,J77 11/7_Cnh1 V 3 4Snh MATERIAL ACCOUNTED FOR BY ROCK TICKETS CONTRACTOR'S TRUCK TICKETS MEASUREMENT FIELD BOOK ha d qn SCALE SHEETS DATE 5 /z% LUMP SUM „A:PV NORTHWESTERN TERRITORIES, INC. Engineers •Land Surveyors •Plaaners Construction Coordination *Materials kitting 717 SOUTH PEABOCT( PORT ANGELES, WASHINGTON 98362 (206) 452-8491 CONTRACT NO PROJECT INSPECTOR Rv "fE /ro.. CONTRACTOR c-Ac .596/=. C. WEATHER HRS WORKED J r TEMP HIGH LOT WORK DONE 4rri t {Z,;) S 4 '''7 ./t/J AD iii- //7yz, _.&/4c r 'o/) �.rr.. L'.- -7'.4e �rv.), c P ter- 4;-,,./ Sd J c /4- .,v. 9` -y 5' aAes 1).lPelS CONTRACTOR PERSONNEL ON PROJECT FIELD BOOK MATERIAL USED AND LOCATION CONTRACTOR'S TRUCK TICKETS INSPECTOR'S DAILY REPORT of -fl rci 1 I C 4 5G70C /�I d/21" Pir e I c? tfS o/ 74,- /wt,/' MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS DATE 8/78/9-3 4:,e1 4)17- c /4— .?.c, 4' <1,4, r f ie c`i.. c��, c Z n Air ei �ie rat y,o, wits 6Z CONTRACTOR EQUIPMENT ON PROJECT fX<' ai<7 r �f Z-)6 r).-) T /l-s MEASUREMENT LUMP SUM TTTCARrT(1R' C cTCNATTTRP 450d--/w-In i.S4, NTI NORTHWESTERN TERRITORIES, INC. Engineers •Land Surveyors •Pbaners Caaslrucdon Coard/nsilco Malerlals Meng 717 SOUTH PEABODY PORT ANGELES. WASHINGTON 98362 (206) 452 -8491 CONTRACTOR PERSONNEL ON PROJECT MATERIAL USED AND LOCATION CONTRACTOR'S TRUCK TICKETS FIELD BOOK INSPECTOR'S DAILY REPORT CONTRACT NO PROJECT (,7e-- INSPECTOR 1215 471 CONTRACTOR A h3--- 4s74 2 �Q O WEATHER Ut�faS7L HRS WORKED 2 Z TEMP H IGH LOT' WORK DONE r /e-/r. a .�r/iniafred_i 3 S? e/ 47 5,Do'o h 74 n f s R�arv.Ri-, b/` ti c 4 9r Ai 2Q 4°,1 d c?h,2Gi lL- ,11/., e. ,e o.__ did 2 /�-r c%aj -agir� 077-e-.. Rom- J 1 //7> erSeca d L a n e- /S G .e._ eQe7sioo Ache, a,-w /•cJa s T� 0"? AC e°v> /'t° /r7tOrCi tac f'/ti° GJQS !«C rec% ePc iiC?ii s I"!G?'l�,e 0.-- CONTRACTOR EQUIPMENT ON PROJECT /VD i -rrs, C.J06d I 't7 c, r -M e114 qh iU CLS& ^er .S.)3 7 ic (lir: o (G7 v, v, c� 'c r 7 7 a v n c.$ /Lien ye_ Cori /r,rem -t° h� MATERIAL ACCOUNTED FOR BY ROCK TICKS SCALE SHEETS MEASUREMENT LUMP SUM TvnnCmmnn to oTnmAmTDD '4JQS DATE 846/93 rg /11 e.1 ca7' NORTHWESTERN TERRITORIES, INC. Engineers •Land Surveyors •Planners Construction Coordination •Matarfals Ong 717 SOUTH PEA800Y •PORT ANGELES, WASHINGTON 98362 (206) 452-8491 CONTRACTOR PERSONNEL ON PROJECT FIELD BOOK >r_P oh Co» MATERIAL USED AND LOCATION CONTRACTOR'S TRUCK TICKETS INSPECTOR'S DAILY REPORT PROJECT ('C.T S' .43--C c9/7ne0/ Li MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS MEASUREMENT LUMP SUM r1.TC.ncmmwvnto nTI+MATTTD DATE 8/7343 CONTRACT NO INSPECTOR 7 G/-0% CONTRACTOR /`11-s"dP' s 1 WEATHER ��/er/ S HRS WORKED 2 TEMP HICF LOT�� WORK DONE Am 1-‘,...-1 ;7,4 lerrti //7 //f/T/ P a ?O R/ r/lor, S L..,-.-p_ c/v co/ r ee4.- D,ensr,sp, ti— epz 7L/7 e Ai72&,, /s 12 77, c c?C6 6r, Gh A!..144'_ nee. ,ii ap of r I i 4 7 A' C644? 8//3/ 3 tea. /Inc, 4 u c.-e rr ��.n a S t 9 1% z; 1 ;ce ~ellp" I.(>O,,S. awl; rci Z& Ll to cr r Ji /7 /sct.er'r,' /79 e7 J--4 .az eke 7 9' cu />e /P /�C/eC 4/1 r,7 7e-_C/ f]L17Q.,fn+�f� qT I P-IIS /J Fp ®T• e092Pi) CONTRACTOR EQUIPMENT ON PROJECT enszo, aymp CI /PVnnI/'7 eKeer.. /01.759 r /e) may sd4i., NTI NORTHWESTERN TERRITORIES, INC. is Engineers •land Surveyor •Planner Coastroctloa Coadlastbn •Matadals Testing 717 SOUTH PEASOO( •PORT ANGELES. WASHINGTON 98362 (206) 452 -8491 CONTRACT NO PROJECT INSPECTOR Pf CONTRACTOR ref rPr 0 WEATHER ��uHy HRS WORKED 3 TEMP HIGH LOT' WORK DONE c.t9,r44 .7e(445> /�4Le .76,r 'ti f r'1 4 -S r y Shy /11,74f'i o ra ',4,g ra-- 574 .J/ /Afr., 0P 4l/e/ ,o ra�or tere y 7,Z (r d) C'i//, 7G4o /I/X 7 �7 4 C744r/ 11: //1L1ce 4es-- i41■=u -eci sK. 7,7 /0 d k -g e /cl A 6 /Pi'y c4,Se /19yU`e CONTRACTOR EQUIPMENT ON PROJECT CONTRACTOR PERSONNEL ON PROJECT MATERIAL USED AND LOCATION CONTRACTOR'S TRUCK TICKETS FIELD BOOK INSPECTOR'S DAILY REPORT /OA Ali r y.e, C'r, r.0 MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS MEASUREMENT LUMP SUM DATE 8// /9_3 NTI Project Client Attention Sent By ,'nr d NORTHWESTERN TERRITORIES, INC. £//7 ?e(,' d -1 rP,P Engineers Land Surveyors Planners Construction Coordination Materials Testing JOB CONSTRUCTION REPORT /443-:2 Sir/ &soG► //?ct�� i4/ Project Number Routing Dat Date of Visit Client Number File Q q r 744 //h e =mar* /i4• c hr:I- Z 4S L SCC ‘'el 7 e Colt G Sw� ?)i4 mh 'r' C5/C- i 111 /Jvcve I y,3 4/ c4 Sr sce ah 7 s, /ve77 oti 9- �SC1LZ7i r!c 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (206) 452-8491 1-800-654-5545 !.t)cl_S MT NORTHWESTERN TERRITORIES, INC. Engineers •Lad Surveyors •Planners Construction Coordination Materials Tasting 717 SOUTH PEABODY •PORT ANGELES. WASHINGTON 98362 (26) 452 -8491 CONTRACTOR'S TRUCK TICKETS FIELD BOOK INSPECTOR'S DAILY REPORT CONTRACT NO PROJECT C j S C T ?�SPF!`T(1P 7 L_ /Y=9: �f t_' y (;QNTRt4�Tl1R WE_A.THER C?(!F'��.a,C; /*/h HRS WOEKE.n g TEMP HIGIT LOT.T WORK DONE C5141 sr.iLrn). /7-c7-_c Co!7CliC,r /!°d (a2L74 /142CIPa` »i-j 7 Sr 4 .,/e if ie Y�� o �(:-c{�✓P a j f/ r- t� 'y p� 1 a r 90T7�x J �lTt�l� (O S'rP C Ahw r�r n TIC/- PAST, C &4 9 7 4 t" ,Q 7 i�' C /N�r�/Y/ ,C_ YT 'YJ/ 34-a,47 7 .<1 _,7 _rte 7 4 Ch.< J ar 4/1 a r� ,A0 T l� Tie P� �75�/75 11 A4 -Yo r i 4 e ,'rn4 A J, S?,,/ l Cc 7'`Cl) CONTRACTOR EQUIPMENT ON PROJECT /Vo CONTRACTOR PERSONNEL ON PROJECT /vrri /4 7 .)-7 C1o)- MATERIAL USED AND LOCATION 4/ ye:4> D,N9 Cnfs9�Pl� /zi�+o ge_ Yq/J 4� lT�' /l7Gi C MATERIAL ACCOUNTED FOR BY ROCK TICKES SCALE SHEETF MEASUREMENT LUMP SUM T l n 0Tffl1A TttOO DATE 8`9-- -el NTI Project Client re-v-)77,), V A /n u NORTHWESTERN TERRITORIES, INC. Tf7v �/l� n QYOi Engineers Land Surveyors Planners Construction Coordination Materials Testing JOB CONSTRUCTION REPORT Project Number Routing Date 9/ Date of Visit Client Number Attention File Sent By ,--94 l 7 S 3 l n� cv�L✓ 95 -10,-// Oh /fir- /1 lJP7S4 P r /A S' v1 �i�fr <ti.✓p /mil/ i P S. /5- L t yPr(7c°c 4 /3 7AiS u c ?44 /2 r o /,c 4.- /41 74 /.47 F c_ c cr.-r=> C4c7 1. c), A L 1 7 �.o. <.a Cr. �n�. uP_ fA P /f7',10r /7 a sr .t'S ri s c/7 cum i i (h?. 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (206) 452 -8491 1 -800 -654 -5545 NTI :.NORTHWESTERN TERRITORIES, INC. EngWars •Land Surveyors Ptannus Construction Coordtnat/oa MatadaJs Ruling 717 SOUTH PEABOU( PORT ANGELES, WASHINGTON 98362 (206) 452-8491 DATE 7/i9/? CONTRACT NO S� PROJECT C/ ��c7v, O c /r, r,. Sen., «S e.%"/ `7 y S n L CT G Y 7' A, G n rl� �R�l ti C OR /4 bS! i° r• eons- INPE /t: C. l L r G CON la o m 9 Oan.�,.7 WEATHER r� /'--C'.c 1 �/'Ai/ HRS WORKED 3 TEMP HIGF F LOW WORK DONE rL a/- i --r1 c".--1 of 9 i /fi .A &J,, ..L2l.C--✓ i-l-l9 -�o J 1/! _,7/... 6h t -,--,A J J 7I' 7 i (.4, r C t.4.9 Cn, 4 i_ 7 P rl. C2. r{jF I -P r .0.. -+0.^ l Y11 c. 7L 0//,r4.' 4/' 7 U!/ DQ af,o.s j,JC7 l*4P di 7.Sa° P/o/2 S 91, p T 112nC /107 r,QP.- /l~r {E..P_ oir -i,,c'. //7Le_ Cry,/- e1Dr i C a j r AI a (22e,..L r n s A>< :_s 7402,-'. CoNT' CONTRACTOR EQUIPMENT ON PROJECT v l 4 V/ArnkT /Pr o1 /1 /lfiil�rn /Y!0,4 CONTRACTOR PERSONNEL ON PROJECT 2 /Obv,, rr� F.f,. P �,�L �r 4,- !°0 /�tN�/ ofrwe MATERIAL USED AND LOCATION FIELD BOOK INSPECTOR'S DAILY REPORT Q S✓/79 /7 /'o V dr' 4,,,e€7 o»?' 7/1-ric4S I- PINe') 4 s/iP'- ti H 1/ 7750- 5-- �Clrf�7- Atgh'i- a 44wS 4vil 7 a �'s>/ mod 1r1P L� 2/. NO ,--,7L1 3_ e7-7,174-..- 4 /c.P• nbsrs G!il MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS CONTRACTOR'S TRUCK TICKETS MEASUREMENT LUMP SUM NTI CCSsF Project KMT7 /4refi, /J c vc l�ifas�n Client Attention Sent By NORTHWESTERN TERRITORIES, INC. JOB CONSTRUCTION REPORT I/ /6Aer /i/ Engineers Land Surveyors Planners Construction Coordination Materials Testing 4 )./".44r/ d S 2 L v 7 74 1 1 9 7 S C 7 7 7 C -,r C /VD r", C" CUPra c'a. 7 try C -7: c/ri >7v- Cl er c i rary7 7/I C .4-1, niS 7 G 1,1// G/ 4/7 Q1 s ooh C 4. 7 ,4fc 4 4-7!? /7 j'/sv,• /Oh Project Number Routing L ?3 Ce Date of Visit Client Number File 7'ie 4<i/// apS, f// r z x r",/:1- 1/s r� V w' c G J, A s 9L- Ca, 4)G^C t.ciP/ -.P c rj,-1' r a/? /y o C 5. w li dr' ter c1-4n r .'<77, X- /ion /o i G rP,vrcJenkni nr f7r7 /4 w or?, r!s 774 717 SOUTH PEABODY PORT ANGELES, WA 98362 (206) 452 -8491 1- 800 -654 -5545 NORTHWESTERN TERRITORIES, INC. Engineers stand Surveyors Planners Construction Coordination •Materials Ong 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98362 (206) 452 -8491 CONTRACT NO PROJECT CCTsf INSPECTOR al /y /v CONTRACTOR Aisc her- Conk iYo R/-) WEATHER Oli1 -7 -a c f HRS WORKED TEMP HIGi '9 LOP WORK DONE c,- i�fI ,-n!-., 5•.4°_ 9 v nr. M. .4 n7 1, ,c;-:-..-, /,11/7e9. /S1 r /'Y !YA'NT 4 /'4' cv &Cr(1ccry( 7r,c4-,,i,� _C -.2 IPSCPd h!/» 70 c 47 /Pry c,t �/r //7 e,! [J, ?4 720/ J r./ C r .,4,- c./4, OL PI7 IC C reify?, ■-lr.r r G0 rr,} 7 L n z /7 ,4 rJ, /•1 S !Al id s 6�. 745 L111hr7.r'l //7 5,p.Pr>// e t?_ 1,/tr4' tl iy f e-S. f, _Cr /,oc &-i27 4Z /'cai i4,1i r e,/ /Ua4c.-e_ CONTRACTOR EQUIPMENT ON PROJECT INSPECTOR'S DAILY REPORT DATE 7/e-62/9 3 Y7/3UC� LP�Pr°� �nPrisAriel c 77 f>"7",/,-..- .o/ Si` CONTRACTOR PERSONNEL ON PROJECT L TL`Y77 ,T. /is�7L/�7 Jr. h r f l f Dr�f� /S 7Z/ /P_ C741, /Z fr2e" -4 Glen Pm 6!» d /i// P/S Gc, Pr6. Cw." ors MATERIAL USED AND LOCATION S /l /,r )e).< /�PJr7 .7- n c eci r 744 e le= Ah", FIELD BOOK /39177 if/ Pr1 r i c�rs T MATERIAL ACCOUNTED FOR BY ROCK TICKETS SCALE SHEETS CONTRACTOR'S TRUCK TICKETS MEASUREMENT LUMP SUM TMCPP `TfIA t c CTr MA T1TA 1r //1 TESTING RESULTS 1,4 ITEM ADDRESS 14 COMPACTION 12 13 NORTHWESTERN TERRITORIES, INC. Engineers Land Sur eyors Planners Construction Coordination Materials Testing NT! SAND -CONE DENSITY TEST Out Asscoutet DATE 6 CLIENT ki n 1 WT IN LBS OF FULL JAR OF SAND 2 WT IN LBS OF JAR AFTER EMPTYING 3 WT OF ONE CONE OF SAND 13 �8 3 18 16 4 WT OF SAMPLE 17 AND PAN 89 G R 5 WT OF SAMPLE PAN 6 WT OF SAND USED (1 2) 3 7 VT OF SAMPLE 4 -5 534 593 S DENSITY OF SAND 5/ 8167 9 VOL OF SAMPLE HOLE 6 -8 0457o 0 1 10 FIELD DENSITY OF SAMPLE 7 9 /277 //0 s 3 11 MOISTURE OF SAMPLE I 21+20 9 7/ 12 DRY DENSITY OF SAMPLE 10 (1 00 11) //G 9 /42 5 13 OPTIMUM LAB DRY DENSITY AT /3.3z t3 HSI 6' 4/ -5 /05 /o 3 73 02- /238 7g 90 9 PROJECT 2GJ SC' CONTRACTOR 4Easclte✓' MATERIAL -Tr,,c -/1/6 2.ei TESTED BY f1 /i- 1 PROJECT ENGINEER 717 SOUTH PEABOOY, PORT ANGELES, WA 98362 (206) 452 -8491 1- 800654 -5545 SPEEDY FIELD MOISTURE TEST i 15 18 AVG 20 DRY WT 07 0 78 SAMPLE •S' 21 MOISTURE 0 0 6 LOSS _0 22 MOISTURE I 9' 3 7 t 21/22 I T Par I e i FIELD MOISTURE DRYING METHOD I 19 WET WT SAMPLE (li 1 `5 ADDRESS NT! Cbs 14104111•S LOCATION LOCATION LOCATION a LOCATION LOCATION. A NORTHWESTERN TERRITORIES, INC. DATE 8 /24 /,93 CLIENT JC/ /D A kL/` i7.�ei J STANDARD COUNTS Engineers N Land Surveyors Planners Construction Coordination Materials Testing FIELD DENSITY TEST NUCLEAR GAUGE METHOD /399 8. O PROJECT CC SS e CONTRACTOR -/7 MATERIAL S *7 TESTED BY f s ay MS r-r1 DS 337 TEST DEPTH DRY WET MOISTURE PERCENT PROCTOR PERCENT NO DENSITY DENSITY COUNT MOISTURE COMPACTION 1 2g a /37 88 /238 /o/ 7 I LOCATION 508GRADE rooT/NG sEe D /.46RAAi //9 /27 2 /0 8 6 /23.8 96 2 LOCATION /1 6 ti /2/ 5 /_3' 6 9/ 7 5 /23 a 98 LOCATION 6' //0 5 /27 7 /6 8 /5 2 /2 3 8? S LOCATION G //Z 3 12.9 1 /4 i /2 5 /z33 90 7 //0 /25 6 /9 8 /3.9 717 SOUTH PEABODY. PORT ANGELES, WA 98362 (206) 452 -8491 1-800-654-5545 FAX ;152-8498 G 3 �4, /02 //6,3 /7:5 (22 8f Z 3 8 93 Sane Zjeef, GC) Te( S Ager 6- �Clzs'et' w/ G (2 I) IZ- 2-( GU Date Molded SPECIMEN NUMBER i'S"3 2 5 4 /O NT1 OreAsmomas Date Received in Lab Cement Type Admix Amount /Brand /Type Admix Amount /Brand /Type Coarse Agg 2 1 2$ 4 Z$ NORTHWESTERN TERRITORIES, INC. Engineers at Land Suneyvrs Planners Construction Coordmalicn s Materials Testing REPORT OF MogTAR TEST SPECIMENS Job No Project CC; 1 -c Client ,-r 7-iS Contractor. r°;'' 7 Address Subcontractor. SLUMP SPECIFICATIONS COMPONENTS 717 tnutx PEABODY. PORT ANGELES. WA 98362 (206j 452-8491 1-8C0-654.5545 '(4or 1a Supplier ,n-e,_ q Cc3/ t Cast By art Me. e(rihi TEMPERATURE AIR CONTENT UNIT WEIGHT DESIGN ACTUAL Required Compressive Strength /F3cXD psi 7_8 Days Additional Requirements No of Sacks /C Y S� 4 c j 53nto S?(/ 6.4 /c« 7 g ,ca Coz Fine Agg MISCELLANEOUS Weather U �=?J /.5C//7/1 Air Temp 7Y Remarks; Location of Concrete Placement ,-i /S/ CD/7 2:,J-i ,sie c SPECIMEN TEST REGISTER DATE TOTAL AREA UNIT TYPE DAYS NUMBER TESTED LOAD LOAD PSI 3/ /j 35 C 36/4) Opt &Noma NORTHWESTERN TERRITORIES, INC. Engineers NI Land Survryws i[ Planners Construction Coordination et Materials Testing TI REPORT OF CONCRETE TEST SPECIMENS Client X'L 4frziA. Job No Address Project Date Molded R //93 Date Received in Lab g /r' q Z' rJ/; Subcontractor* Concrete Supplier: A P�C-s CCYx- Cast By: R7 CONCRETE SPECIFICATIONS SLUMP TEMPERATURE AIR CONTENT UNIT WEIGHT DESIGN /i ACTUAL 34, Z4'y4= Required Compressive Strength: "g.c9 psi 28 Days Additional Requirements* COMPONENTS `'"Y‘ Cement Type Yd ��XaC( 47 /A No of Sacks /C.Y Admix Amount /Brand /Type N13 302-A/ /t�/�, ���✓.��Pi Admix Amount /Brand /Type Coarse Agg /777 Fine Agg 7 4 MISCELLANEOUS Air Temp S9 cr CYi 6 1d 4/-7 Weather f/,_ SO/2/9 (-i Remarks /Location of Concrete Placement Pr.m e4..— /3-.74,-, 17 S /Ql. W cr G4// SPECIMEN SPECIMEN TEST REGISTER DATE TOTAL AREA NUMBER TYPE DAYS NUMBER TESTED LOAD i s zD Z 7dXrz 7 9 /z0'3 9i soo 20,2 2 52, I 7 845��3 gs000 252 Z 1 Z 8 5 3 25 2 3 28 s -13 2S221" //04D /0431x'3 UNIT LOAD PSI 3 ;y° :go to 5z 5 6 ADDRESS NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordnation Materials Testing NT! FIELD DENSITY TEST NUCLEAR GAUGE METHOD DATE e// 3/9 "3 PROJECT Cc TSC CLIENT k'A D LOCATION LOCATION LOCATION MATERIAL 5 /LT> 547VV (No b ve TESTED BY /?7r f )1 h /r0 STANDARD COUNTS MS l /ti DS x/69 TEST DEPTH DRY WET MOISTURE PERCENT PROCTOR PERCENT 1 NO DENSITY DENSITY COUNT MOISTURE COMPACTION G //9 /34 9 /5 9 /3 /Z3 5 96 LOCATION See 4 d D, rawt AO.- 72s 74 ,',a/7 6 /Zz /39 5 /6 'V /3 4 /23 6 98. Z LOCATION /17 8 /28 p, /o 9 7 3 LOCATION e ///6 /278 /6.2 /23.8 90/ LOCATION //3 /Z5 3 /z z /o a /z.5- 8 9/ 4 LOCATION 6' /z7/ 1 /.5 91 7 /23 /CZ 7 LOCATION 1 �/Tt•Pf•4GE of SAND a- T /Le 717 SOUTH PEA800Y. PORT ANGELES. WA 98362 (206) 452 -8491 1.8005545545 MAX.452.8498 /23. a 95 2 0L /yoil7 do/I -i'° 1 c7 i7/0443"707 _ta"C7/V/X Q Jt'AP2X3" 44 r7 1# C NORTHWESTERN TERRITORIES. INC. 717 South Peabody Street Port Angeles. Washington 98362 J (206)452 -8491 1- 800 654 -5545 FAX (206)452 -8498 NTI LABORATORY SAMPLE TRANSMITTAL N2 2 4 9 0 CLIENT ADDRESS CITY ,1 ,7 7S CCTJC.— CONTACT PROJECT I 7.. Cr t-.,. re 1.CiYJ;a TRANSMIT RESULTS TO: j CLIENT VIA. j FAX I MAIL j I OTHERS. VIA: I FAX I MAIL (GM names and addresses below) SAMPLE SOURCE: //p !/Y Sze BPnoiy i T. I CONCRETE MORTAR GROUT DATE MOLDED: Break days on Hold 56 days until Dat. Oat. I PKOIL I Standard Proctor �odifed Proctor Sieve Analysis Other tests: SAMPLED BY kr<r I CLIENT I i OTHER DEUVERED TO LAB BY [1.44TT CLIENT I I OTHER f� RECEIVED BY 74...(0 DATE RECEIVED: 8 T ADOmONAL INFORMATION: I have read and agree to the terms of the agreement on the reverse side of this form. COMPRESSION TEST lbs Ins TESTED BY DATE TESTED NTI JOB NO PHONE FAX Client or client's agent Signature E F G H I J K /2 /2 30 /2 /z0 //b //O NT! MwItootaki DATE g/// /fj CLIENT x'MO Aecf// TO�7 ADDRESS /2 ITEM DESIGNATION Weight of compacted soil and mold (lbs) Weight of mold (lbs) Weight of compacted soil A B (lbs) Wet density /fts) .CX30 (4 "mold) or 13.3 (6 Weight of container and wet soil (grams) Weight of container and dry soil (grams) Weight of water E F (grams) Weight of container (grams) Weight of dry material F H (crams) Water content G .4 I CO Dry density D/1 0 J (f /ft 6 EX /S7' /AA/6 .S /e r s-4/v NORTHWESTERN TERRITORIES, INC. Ci/V,o„E, cc,46,.4L A=ooT /N6 engineers Land Surveyors Planners Construction Coordination Materials Testing PROCTOR TEST PROJECT c-G --1 S G CONTRACTOR l3Sc/4c,P r w MATERIAL SILTY _9t METHOD P-/Ss c_ TESTED BY /37- -r 1 2 1 3 i 4 1 5 1 6 261 22 Sts 21 7e 7 6/ 2 4 4 /4,60 /1,60 l4 6a I¢4 /4 3 8 /a /5 9,9'V 9 76 133 9 /3f3.c6 /35 f X31.6 /Z9.8 /z9/ 6 /2/ /5, 9 /6 S, S1 /11 1 //V5 1104 al /el/ g /0259 /376. j 9Z 8 IN S /41 6 /376 8c.3 /72., /7¢ 3 /7/5 7/ ZZo6 /Dz6 z q /oy., 5 //5551 9 a /2 0 134 /6 3% 6 9 /zz,8 /Z3.21 ,c, 3 /2/ I 7 I 8 I 9 ■asaaa sass:: ass....■ ssasa as■■saaassasaasa::■sssassaaaal■ ■sal mmommmumm ass■ ■:■a■aaa:aaaa i s t ■s: came: saasaasaasaa: aasaasaaaaaa: a: asaaasassimm inrsaa: saas:aaaassassis:asssasa t:aa■:: sat: a: sacristaasasaasasaaaasaaasaaaaasass ■■tat silts■■ a1: ■saaaasasaaasasaaaaaa immommilmmumni i mmnamiRRRRRRR�RRiiiiiiii� mulammansanamilmaximminiiiCigann :m s. t■■■ i■ t:■■ s■■ ■aaaasaaait11::::aasas:sa:::as■ ■asaaa■ ■tal:rta::a as saassssasassasaaaaaaaaaaaaaassasa :saaas::sa masasaasa OPTI DENSIT aaaasraraas i:■■■■■■ ir■ t■■ ummo ■si:taa■atr:aasar::raaaasataaa■ ■aaaaaasaa■ ass: ra:: asi saraasi■ asaaa aaa:taasaaaaaasa :stasaat.asar. /z 3 8 a ■aaaaaasaa s data la :UUUas :sar ■■t■ ■ta■UU■s■:1aa ■■asaaa :::aaaaaaasaaa■ p 3 ■e:1■aaaa :s aalaaa: ls:i saaaasaaasaans msliamsaasaasalsommsssaaas:a■■ If sasaa•••ilummisi■ sat■ sciraasssa :asamaaaaasa:sasasaraasara mamma ■sac a: r. 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IUMS■ R:: 11 ■::::s:a:saas:ats:::aa:as::a■:a ma turn ffmnur■a■a11rs■ae■taa ■st ■u t■■■■■■■ a ■e■t■a ■MMs11■et■et1111■1111ae■111111■a MOISTURE E iii/■ s■■ ■11:RMIM: Msaaa :.:a:aa:s:aa::a: :e RRRRRRRRR RRRUCRRR %RURRR %RUC tsar mum 11U CRRRRRRRCRRIRRRRRRaim ma mo il lUYtlMMaaasta aa: salsa:: UMMaaaMa :aaasaata.M :11111as1111t■ ■esea ■11:1 /o /Z /4 46 /8 717 SOUP{ PEABODY, PORT ANGELES, WA 98362 (206) 452 -8491 1-803-654-5545 Sample No, 24 ?U LOCATION C S LOCATION LOCATION LOCATION A NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordnation in Materials Testing /a5 /3Z '4 79 4 crc e 6 /ZS /30 7 FIELD DENSITY TEST NUCLEAR GAUGE METHOD DATE 9_41/93 PROJECT Cr. I C e i CLIENT A' /11 A f_7" i -r-r.� -c- roNTP»CTOA /l .(.7-/1'f ADDRESS MATERIAL FX s- r-/ ,i/6 N.4T /tiE. C I4G, /LL TESTED BY STANDARD COUNTS MS 660 DS 336/ TEST DEPTH DRY WET MOISTURE PERCENT PROCTOR PERCENT NO DENSITY DENSITY COUNT MOISTURE COMPACTION `r /27 9 /90 /0 2 /37 SS 7 SUDS rul�P_ 4 r 8/r i S S /RZ `L c- eh 6 cc- J /39 9 /09 44 9 5 6. 8 /37 /o/ 4 z LOCATION '/d S/ad Gr.c1S 7q' C w FacEc'r /o/t) 6 /2s -9 /0 P.S /37 9 LOCATION S /ode slab (_Ss i 23 8 /06 6 /358 /f /3 3 9 8 /375 98 8 LOCATION 54 Apr .8/% 4/4' 6 See c J ZZ 3 2°- Z (See //3 92 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (206) 452-8491 1-800-654-5545 FAX. 452 -8498 /375 /375 8c7 `7 6' LOCATION ica:){i x s 'See C li c,S J r 1" /3/ /1-2 Z 8 -5 /3 7 s 95 6 7 LOCATION 8 S S &4- -sle rse.. c' c 3 r Gr" 3 Exc el v.�T Gov/v DAT 74W 4 L C NORTHWESTERN TERRITORIES. INC., 717 South Peabody Street t er Port Angeles, Washington 98362 (206)452 -8491 1- 800 -654 -5545 FAX (206)452 -8498 N/ I r LABORATORY SAMPLE TRANSMITTAL N 2 4 7 7 /<M 0 ,4fcWITEGTS P //v eS 2 S 1 q g S1)C7 H /41/' E ADO s c /300 PogT4 AMP CITY CONTACT SAMPLE SOURCE: RECEIVED BY 1oIL Standard Proctor I Other tests: SAMPLED BY DEUVERED TO LAB BY ADDITIONAL INFORMATION: NTI 1 Ml M I have read and agree to the terms of the agreement on the reverse side of this form. .._1 D G PROJECT 1 t7THEP,, m. TRANSMIT RESULTS TO: rUENT VIA. FAX MAIL NTI JOB NO PHONE FAX I OTHERS, VIA. FAX J MAIL (Give names and addresses below) I CONCRETE MORTAR GROUT DATE MOLDED: I Break days on J Hold 56 days until Date Data Modified Proctor I Sieve Analysis I CLIENT I I OTHER I CUENT I OTHER DATE RECEIVED: Client or client's agent Signature TESTED BY DATE TESTED COMPRESSION TEST lbs Ins psi IITEMI A B C I D E F G H I K �'S i� 157 i 17 1 3� X3 NT; DATE 77 0 3 CLIENT ADDRESS ITEM DESIGNATION Weight of compacted soil and mold (lbs) Weight of mold (lbs) Weight of compacted soil A B (lbs) Wet density /ft-) CX30 (4 "mold) or 13 3 (6 Weight of container and wet soil (grams) Weight of container and dry soil (grams) Weight of water E F (grams) Weight of container (grams) Weight of dry material F H (grams) Water content G 4. I Dry density D/1 0 J (#/ft NORTHWESTERN TERRITORIES, INC. Engineers Land Surveyors Planners Construction Coordination Materials Testing PROCTOR TEST 1 I 2 3 I 256? 25 1410 /40 14- 60 (I.°' 11,03 10,7/ 14Z5" (4,711174 7�`� 2 832t�73,51 797 8 /4,d 6rD,, 45 0 S 36, 6 7 /,2 1 (7 616,7 63? 7 7 /%,s1 73 5./ 137,5 134,1 35A Nora -ivc Maieri a I at CCSSF V Sed c) r PROJECT -1.17G. CONTRACTOR MATERIAL c LA-G. A-Z- TI L L METHOD d c'-) c3 S 7 TESTED BY 2�ir'I 5 3 S G 7 S /o 717 SOUTH PEABODY. 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UaaaUl •iUNNUNMMUMNI UlU5aaaUMERUMUENWaui� s ■s■••s ■.•..mom ssss.■ anoo so s• s. ■■■s■■.■.■■■■■■■■■.■■...■■ENNUu mouNi ■■immu •mismo ■I.. sss.■ s■■. s. C■.■.■..■ ■..■.n■■■ ■sms■ ■sons■■ t ommoss a mm ina m um er a mumma !r %ann emmum %o %rm um ourn tsmmssssss•s.•us•■ %■■sm ■s■ ant■•■ sss• m.. s. sn. m. mm■ ..ms.ss■....s....s......U.sm.m■ soxim ■.mm.■•■■.m■I.■m ■mm■ umum■s•.m emmo s•msm••ms■■smsss.mm um mmmm ummu ■smmm..mss t■sss■■ornim •■■■■Ws■■s■■ ■nsstt■Numm s. ■snsssssmmesim .emsnsssn.sss.s•.sss iss■■ sss■ ss.. s. s ■iis.o■sss■.s ■s■ ■■.■..sss ■sss.ssssss■.ssm■■s■ss t■.■ .ssss■s.s.■ms.■U■ ■..sss■ ■s■ sss■ ar •sas.s.s■■■.■■■lam.sss.s.ss.n■ mmum ■sss.s.s t..■sm.■■. sss■■■■■■..■■■.■.■■■•■ s■■ ii■ s.■■■.■ ■■■.■■■■■■.ss.■....■ss..s■ss. ■s t•■samman•••.a... .ss...•s ■s..snss.■nmm■ tins■■■ s■ ■ssss.m.sosmm.ss■■■ms■s■mm•s■ss ss. U■•■■ t■■■.■.■■s■ s N■■■■■■.■■■■.■.■■■.• s■■■■s■■■■ s■ ■■■■.■■■s..•sss.s■■ss■ ■■s ■s..■■ I..■s.■.. ■m.....■■ ■.mss. ■.li ■sss ■■■.■■■■■■.■■■■sss■■■■■.■ ■s.■.. t■■■■■■■■ US■ s■■■■ s.■■■•■■ s■■■..■■ n. s■ i■■■ smms■ ■otiss•.ss..ss.s..sss■iumm s.in tsssss■ sss■ ssa ■■■•s■ms■.sss.s■■ss..s■■eamINI ss ■■.■.ss.■s..s...ss.■■■.■s■■■■■■ t•. sssmm... s• am. m.mmm...m.m■sm...m.mm..m.s.msm. ass. ssms..mmm■m■.■m.mm■mm■m■m■■■mmm BSI Consultants, Inc. To C117Y !F Pvir 4 Attention L ap2u Via: Messenger Express We are forwarding herewith Drawings Specifications Structural Calcs Energy Calcs Special items to note' Arch. /Engr Signature Pending. Additional P C Fee Due. Refer to Fee Calculation Sheet. Unreasonable Hardship Approval Required Health Department Approval Required Special Inspection Required for Verify Code Interpretation by City /County on Flood Plain Regulations Apply Other The following items have been verified Plans Stamped and Signed Questionnaire Sent to Applicant. FROM BSI CONSULTANT, INC il'ing Safety RECEIV D BP n [LI J O Pickup ,E7Mail L J Soils Report Correction List Calculation Sheet Other 5 i EKIRE /Correction List in BSI File. /Log Book Entry Made Remarks. MSCH ilC ?l. -U(M tom)('J(i VKD1/et) Resubmittal Required The enclosed instruments of record are approved for issuance of the building permit(s) pending the approval of any other applicable County /City agencies. If enclosures received are not as listed above please notify us at once. Date. 4/zz/93 BSI P C No 93'6(00 Agency P C No Description M 0 -1N Date Date r= p�cta�/ UPS Other /q? 1 W I 1200 Westlake Avenue North Suite 901 Seattle, WA 98109 (206) 298 -1280 FAX (206) 298 -3620 FAX Building Safety Services JURISDICTION PO KT G E UES PC# BSI PC# t 3 0 ADDRESS Mer //Gloss u1Fzr USE SPR AC TOTAL 11111i1C1111111111N111111I11N11 INIII11N1i1iN110 IMIIIIIM 11iiinliu11111MIIIIIMIII11II Per Permit Value VALUATION 9 As Calculated Below 4 11111111111IIIN IIIIIlllN1lNN INNIN E111 IN11N111111NINNNNNESIINIIfllIIIIII 111 s> g .44 T O C AREA BUILDING PERMIT FEE UBC Table 3 -A 3.3'39 /SF (modifier) VALUATION 3, si3da ov) I I II II I II II II Ii I T 0 C Type of construction used for valuation purposes only and may not match UBC type PLAN REVIEW FEE UBC Section 304(c) (65 9, 13 y so 8 BSI CONSULTANTS FEE (.$0) 4,7-5 BALANCE DUE Zs4 BSI 93 -068 Date. 4/13/93 Review 1st Page: 1 of Reviewed for Compliance with: X Uniform Building Code X WAC 51 20 Accessibility X Washington State Energy Code X Uniform Mechanical Code X Uniform Plumbing Code General Gravity Lateral /Horizontal Loads CORRECTIONS LIST Jurisdiction. Port Angeles Proj Name: Juvenile Facility Proj Add. Port Angeles Assumptions: Occupancy- I 3/B -2 Type of Const:II FR Sprinklers: Yes Height: 29 7Ye Stories: 1 Penthouse Area. 28.500sf 2 Provide a copy of the geotechnical report for review Contact. BSI Wendell Reed Applicant KMD Arch. Planners Seismic Zone: 3 Wind Speed. 85mph Exposure: C Soil bearing- 2.500p sf Soil Report by RZA AGRA. Inc. BEFORE CODE COMPLIANCE APPROVAL, THE PLANS REQUIRE THE INFORMATION REVISIONS AND CORRECTIONS INDICATED BELOW THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE, OR ANY OTHER CODES OR ORDINANCES ADOPTED BY THE GOVERNING JURISDICTION The plan checker will be available for conference and telephone calls Monday through Friday between the hours of 8am to 12 noon and fpm to 5pm. Appointments are recommended. Please respond in writing to all comments. UNIFORM BUILDING CODE STRUCTURAL 1 The structural engineer of record shall perform a structural observation in accordance with Section 307 3 Provide calculations, framing notes, and details showing the stair framing to be adequate for loads specified in Table 23 -B 4 Provide calculations, framing notes and details showing the guardrail of mechanical room is capable of resisting a load of 20plf applied perpendicular to top rail T -23 -B 5 Specify roof deck to supporting members connections capable of resisting all applied loads. 6 All CMU walls that require reinforcement not covered in the structural notes need to be indicated on Detail 3, Sheet S2 2, (i.e. wall along gridline 20) 7 Page 24 of the calculations show a "16K" foist is required over the outdoor rec area, plans do not reflect this, please clarify 8 Page 27 of the calculations show a required loading of 533plf for joists over public toilets and corndor; plans show a load of 340p1f being specified, please clarify 9 Provide details showing how W beams frame into and connect with curved TS beams at main entry 10 Pages 57 and 58 of the calculations specify a W 16x26 for girder #1, plans show a W 14x26, please clarify 11 CMU shear wall along grid -line 20 needs additional shear reinforcement per page 11 of the calculations, drawing do not show this, please note or detail BSI# 93 -068 Port Angeles Juvenile Facility April 13, 1993 Page 2 of 5 12 The wall shown at the south side of the gym is not the wall shown on page 14 of the calculations, please clarify 13 Provide calculations and details for 8' -0" tall CMU screen wall and footing showing adequacy to resist all wind and seismic loads. Foundation 14 Indicate the footing size capable of resisting all gravity and wind loads at the exterior columns of the front entry Occupancy 15 Extenor glazing on the north elevation between Grids 2 and 6 is required to have 3 /a -hour protected rating per Table 5 -A due to location on property 16 It appears that the Vehicle Sallyport is a B -1 occupancy Please clarify and show compliance with occupancy separation requirements. 17 11/2-hour doors are required in 2 -hour occupancy separation walls. Please revise door schedule as required by Section 503(c) How is 11/2-hour rating attained at the Sallyport? Provide information on materials used Tvne of Construction NON STRUCTURAL 18 The Courtroom has a permanent platform that is to be constructed per Section 3902 and 1904 19 Detail 7/A8 5 shows plywood at the roof penetration walls. This requires non combustible material 20 Show how compliance with Table 17 -A is achieved Show roof ceiling construction with tested assembly numbers, structural members with tested assembly numbers, etc How is 4 -hour wall achieved at the North wall of the Gym Gnd D? 21 Monitor area shall be constructed as required for the Type II -F R. construction Wood is not allowed Revise details as required 22 Plywood is not allowed as shown in Detail 15/A8 1 23 Complete the wall schedule designations in the specification manual Provide testing assembly numbers for all rated walls Exiting 24 The Gym requires two exits spaced no less than '/z the diagonal of the room(s) served Include the classrooms in the diagonal measurement. This distance must be maintained If egress is through door 960, what is the path of egress? Also, swing the door in the direction of travel. 25 Detail handrail and guardrail to show compliance with Section 3306 and 1712 for height/diameter, maximum space between rails, return handrail to newell post or wall, etc 26 Describe exiting from the I -3 occupancy regarding hardware and door operation 27 There appears to be a violation of Section 3305(d) regarding projections into the required width of comdors. Refer to the corridor near Grid H/15 to 21 BSI# 93 -068 Port Angeles Juvenile Facility April 13, 1993 Page 3 of 5 28 It appears that the Clerical Area is in violation of Section 3305(g) regarding corridor construction. Also, Section 1 /A5 2 is not drawn per plan sheet A2 1 If exception 7 is used, clarify the wall height. 29 The comdor system in the B -2 occupancy has greater than 30 occupants and requires a 1 -hour rating Or, clarify exception(s) used Section 3305 Miscellaneous 30 Note on the drawings that the building is to be fully spnnklered. 31 Please locate in the floor plans the access flooring and stair shown in Detail 4/A8 8 32 On the Penthouse Floor Plan, the "Unfinished Area" cannot be used unless a second exit is provided Clarify if a floor is installed and the size of the door 201AP (not in door schedule) Is this door an access panel? 33 Complete all detail designations on plans. Also, complete details not shown at this time. 34 The Holding Room at Grids 14/15, C/D has 2 door 041's. Is one intended to be 041A? WAC 51 -20 ACCESSIBILITY Site 1 Number of accessible parking spaces shall be per Section 3107(a) and Table 31 -F Three spaces are required Building 2 Opening force of the exit doors within the accessible route of travel shall not exceed 8 5lbs. 3304(b) Please note on door schedule or drawings. 3 Provide an unobstructed floor space extending at least 18" beyond the stnke jamb on the side of the door swing for the accessible doors. 3106(j)3 A Example: Door 039, 035A, please check all doors. 4 Provide an unobstructed floor space extending at least 12" beyond the strike jamb on the side opposite of the door swing for the accessible doors which are equipped with both closer an latch 3106(j)3 B Example. Door 025, please check all doors. 5 Locksets and latchsets shall have lever, push bar, or other devises which will permit operation by wrist or arm pressure. 3105(d)8/3106(c) Please note on drawings /hardware schedule. 6 Where vision panels are provided in any door, the bottom of the glass shall be a maximum of 40" above the floor 3106(j)7 Facilities 7 If the Medical Toilet is intended to be tamer free, provide the required turn around If not, clarify location of a substitute toilet. 8 Please show height /clearance of the accessible lavatories (29" from the bottom of the apron to the floor), dispensers (not to exceed 40 3106 (k) 9 Please specify /show water fountain dimensions, spout (height 36" maximum, knee clearance 27 alcove greater than 8" deep (width 48 3106(m) BSI# 93 -068 Port, Angeles Juvenile Facility April 13, 1993 Page 4 of 5 10 A 5 foot turn around area is required in the tub room Please revise as required Miscellaneous 11 Provide a sign (international symbol of access) at the following locations. a. primary public site entrances b accessible toilet rooms c. required accessible exits d building products (i.e. telephones, alarms, etc) 1991 WASHINGTON STATE ENERGY CODE 1 Please specify, on the drawings, the R- values of the insulation in the roof ceilings, above grade walls, below grade walls, floors and slab on grade for roofs R-min =R-38 2 Specify on the plans the tested U- values, and sizes of the windows, skylights and doors 502 1 5,1006 3 Please provide heat loss calculations and U- values for components of each element justifying compliance by the Component Performance Approach, if used 4 Show insulation in all elements between the heated and unheated space. 5 Show at least one inch of vent space above the ceiling insulations with cross ventilation 502145 6 Show the vent baffles at the eaves and specify a rigid material, resistant to wind driven moisture extending at least six inches above noncompressed insulation and twelve inches above loose fill insulation 502 1 4 5 7 Specify on the plans the type of vapor retarders to be installed on the warm side of the insulation for ceiling, walls and floor 502 1 6 1 8 Note on the drawings that insulation shall be provided with clearances for venting, lights, etc in accordance with the manufacture's specifications. 502 1 4 3 9 Specify on the plans that exterior joints shall be sealed, caulked, gasketed, or weatherstnpped to limit air leakage at the following locations, 502 4 3 a. windows and door frames b openings between walls and foundation c between walls and roof d openings at penetration of utility services e. all other openings in the building envelope 10 Note on the plans that recessed lighting fixtures which are installed in the building envelope shall comply with provisions of WSEC 502 4 4 11 Provide a readily accessible, automatic or manual shut off switch, and a thermostat. 503 8 3 1, 503 8 1 12 Note of the plans that showers shall be equipped with flow control devices to limit the water flow to 3 gpm 504 8 13 Note on the plans that water heaters shall meet the requirements of 1987 NAECA and shall be so labeled Electric water heaters in unconditioned spaces shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10 BSI# 93 -068 Port Angeles Juvenile Facility April 13, 1993 Page 5 of 5 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 14 Mechanical ventilation systems shall be capable of supplying ventilation air to each zone with the minimum outdoor air qualities specified in Table 3 -4 304 1 UNIFORM MECHANICAL CODE 1 Mechanical /Plumbing approved Plans are stamped, therefore the same plans must be returned K M D A R C H I T E C T S A N D P L A N N E R S A P R O F E S S I O N AL C O R P OR A T I O N 421 SW SIXTH AVENUE SUITE 1300 PORTLAND OR 97204 503 221 1 474 FAX 503 227 0762 JOB NO. 822 101 CLALLAM COUNTY JUVENILE FACILITY MEETING NOTES: Meeting was held on 21 December 1992 at City Hall, City of Port Angeles 10:00 am BY Michael Beaman SUBJECT City Code Requirements PRESENT City of Port Angeles Ron Johnson, Engineering 457 -0411 ext. 123 Larry Romig, Building Official 457 -0411 ext. 121 Brad Collins, Planning Director 457 -0411 ext. 175 John Jimerson, Planning Director 457 -0411 ext. 176 Ralph Ellsworth, Water Department 457 -0411 ext. 247 Tom Sperline, Light Department 457 -0411 ext. 224 Jeff Abram, Fire Department 452 -4545 ext. 253 Dennis Dickson, Attorney 457 -0411 ext. 174 Ken Ridout, Public Works 457 -0411 ext. 122 Jay Prewitt, Light Department 457 -0411 ext. 156 DISTRIBUTION Clallam County Craig Jacobs, Project Manager 452 -0441 KMD Architects and Planners Vern Almon, Architect Michael Beaman, Architect Those Present, B. Becker B. Grummel, D Humber A. Gold, P Boundy P Alef The following is our understanding of the discussions and decisions pertaining to the above referenced meeting. Please advise KMD in writing, of any revisions, deletions, or corrections by 5 January 1993 or this report will be considered an accurate documentation of the meeting and we will proceed accordingly Reference Attached Meeting Agenda Marked Exhibit A A. Planning: G 12 W \2111 Si 1. Parking: Calculated per building program. Institutional (Detention) 1 parking space per three beds Office (Administration) 1 parking space per 200 sq. ft. Courtroom (fixed seating) 1 parking space per every three seats Courtroom (movable seating) 1 parking space per 50 sq. ft. Total count per City planning would put required parking at 64 spaces. Two options are available to establish required parking count for this facility other than that noted above: Creation of a code amendment two to three months for review and approval. Parking variance four to seven weeks for review and approval. Information from other similar facilities, scenario for operation, visitor hours, level of staffing, etc. may be provided to support variance application. JOB NO. 822 101 CLALLAM COUNTY JUVENILE FACILITY MEETING NOTES \CITY CODE REQUIREMENTS\21 DECEMBER 1992 PAGE 2 2. Existing facility on site is to remain. Future use cannot be established at this time and will not be part of this project. 3. Handicap parking requirements per Chapter 31 1991 update. 4. SEPA Checklist: This project to align with Clallam County environmental checklist requirements. County SEPA mitigation may already be in place. B. Engineering: 1. Civil engineer to provide oil separation in all catch basins on site. 2. Civil engineer to provide profiles at new entrance off of 18th Street. 3. Plans are to include an erosion control plan as part of submittal for building permit. 4. Civil engineer to provide type and size of storm water piping. All piping on site can be an approved PVC pipe intended for the separate use (water sewage, etc.) 5. Civil engineer to provide ductile iron pipe from water double check to property line; PVC on property 6. City would rather see a 4 water line connect to a 4 meter instead of 3 as shown on schematic plans. Civil engineer to verify size with mechanical engineer. 7 Civil engineer should provide call City of Port Angeles Engineering before you dig" note on drawings. C. Fire: 1. Bruce Becker will be main contact for the Fire Department. 2. Notes from 12/29/92 Telephone Conversation with Bruce Becker: a. Fire Department would rather have hydrant located on island immediately north of position shown (island at turn- around). b. Fire Department will need vehicle access to within 150' -0 of furthest point of building. All fences should have gates for Fire Department use. c. Indoor activity will require a second exit. d. Is a separate fire and domestic water line required? D. Sewer 1. System is designed to have a booster pump system for sewage flow into the City system. 2. PVC pipe is allowed on site for sewer system. 3. All connections to be per City standards. 4. Soil percolation tests to be provided by Rittenhouse Zeeman Associates. Ground water dry wells may have a problem working correctly on this site. JOB NO. 822 101 CLALLAM COUNTY JUVENILE FACILITY MEETING NOTES \CITY CODE REQUIREMENTS \21 DECEMBER 1992 PAGE 3 E. Building: 1. City will allow 2 -hour separation at grid line 14 for separation of I -3 and B -2 occupancies. 2. Courtroom to be reviewed as an A -3 occupancy for occupant load. Maximum number of occupants, as drawn, not to exceed 60 people. 3. Open area at clerical area may be a problem. Area of administration is approximately 5,000 sq. ft. 5,000 /100 occupant load factor equals an occupant load of 50. Per 3,305 (g) exception 7• "7 Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed six feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor -to- ceiling height. KMD would interpret this to mean that partial height partitions would be allowed as shown although full height partitions at administration corridor would have to be of 1 -hour fire resistive construction. 4. Use of 3/4" composite security glazing at the sallyport sliding doors located at grid 14 would be an acceptable assembly for the 2 -hour occupancy separation. No further appeal will be required. 5 Glazing at Corridors. Special sprinkling to either side of glazing will not be required as long as security glazing is 3/4' thick. Provide L. Romig with cuts on glazing to be used. 6. Exit door will have to be added at south end or corridor 042. 7 UL label for detention doors doesn't exist. City acknowledges this and doesn't see this as a problem. 8. City would like to be provided with larger scale drawing of handicap sleeping rooms with submittal. 9 City will require two toilet rooms (one for each gender) at dining/visitation. 10. City will require energy analysis and structural calculations with submittal for building permit. Provide City with five sets of drawings, two sets of specifications and two sets of calculations (two sets of drawings to be original signature (every sheet signed). 11. Electrical drawings to be submitted to both Labor and Industries and City of Port Angeles; City will do review of all (structural, civil, mechanical and architectural) except electrical, but will have ultimate jurisdiction. No state permits are required. Contractor may obtain permit prior to Labor and Industries approval. 12 Project Information. Seismic Zone 3 Wind Zone 85 Exposure C (Structural engineer take note) JOB NO. 822 -101 CLALLAM COUNTY JUVENILE FACILITY MEETING NOTES \CITY CODE REQUIREMENTS\21 DECEMBER 1992 PAGE 4 MB/kg 13. Permit Costs and Charges: KMD's understanding at this point in time is as follows (City please verify): Sewer and water assessment and connection $5 740 City permits (per UBC) $9,300 Electrical systems development $15,000 State electrical review $5,000 14. Electrical engineer to provide City with one line diagram to establish cost. 15. Fire alarm, etc. to be extended to fire dispatch center. As stated above, this report will be considered an accurate and correct documentation of the meeting unless KMD is notified, in writing, of any revisions, deletions or corrections by 5 January 1993. Clallam County Juvenile Services Facility 822 101 KMD Meeting Agenda 21 and 22 December 1992 Monday, 21 December 1992 City of Port Angeles, Building Department Pre application meeting with Building Department (Larry Romig, building official), Planning Department, Fire Department and Electrical Department (five sets of schematics sent via Federal Express on 15 December 1992. Items of discussion. Parking; SEPA checklist; site utilities; site restrictions; fire, life and safety; local and state permits. Monday, 21 December 1992 Juvenile Services Facility Conference Room Overview Process Verification: KMD, Craig, Dave and Jim Probation: Dave Fluke, Probation staff (Probation offices, Dave's office, miscellaneous support) Clerical Work areas: Dave Fluke, derical staff and Dave Meyer (work room, secure records, clerical work spaces, reception area) (Central Services computers, phones with Dave Meyer) Diversion. Vikki Bonfield and staff (GAL) (GAL Vikki's office, clerical spaces, reception and support areas) May steed to meet them at annex Courts: Bill Knebes, derk (courtroom, bench, office area, lobby) May meet them at Park Office conference room if we go to annex for Diversion Tuesday, 22 December 1992 Juvenile Services Conference Room Maintenance: Tim Duncan and Craig (restrooms, storage rooms, mechanical, fixtures, hardware, chase rooms) Detention: Mike, Dave, Detention staff, teacher, Tim (Detention, outdoor recreation, program space) Miscellaneous Spaces: Mike, Dave, Craig (parking lobby entrances, staff lounges, kitchen, sallyports) Pick up any changes in schedule EXIHIBIT 'A' SCHEDULE Clallam County Juvenile Facility KMD No. 822 -101 16 DEC.92 JAN. IFEB. MAR. APR. MAY JUN JUL. AUG. SEP NOV DEC MAY'94 IDEC I CON'S RA. T ?DC ENTS :M Consultant Progress Set Consultant Final Set Cover Sheet Site Plan Coordination Floor Plan Ref Ceiling Plan Mech. Room Plan Roof Plan Exterior Elevations Wall Sections Interior Elevations Exterior Details Interior Details Specifications Landscape Plan Interiors Plan Food Consultant Plan Checking D.Jackson Room Data Sheets Equipment Cut Catalog Owner Sign -off Owner Update Set Owner Meeting City Requirements State Requirements /L &I FFA Submittal FFA Review SEPA Checklist (Environ.) Christmas Break Lag Time 2. BIDDING 3. CONSTRUCTION III IN II XII ME 111 II co MEETING AT CITY HALL, PORT ANGELES, WA A. Planning B. Engineering C. Building E. Fees/Permits F Codes G. Allowable Area and Construction Requirements Clallam County Juvenile Services Facility, 822 101 KMD AGENDA 21 December 1992 1991 Structural Specially Code Fire and Life Safety Regulations Uniform Mechanical Code Uniform Plumbing Code Uniform Electrical Code Oregon Administrative Rules Chapter 333, Division 74 Health Division 1985 Life Safety Code NFPA 101 EXIHIBIT 'A' 1. PROJECT DATA UNIFORM BUILDING CODE CHECKLIST Schematic Design Phase September 1992 PROJECT TITLE: Clallam County Juvenile Services Facility PROJECT NUMBER: 822 -101 ADDRESS. CITY Port Angeles STATE: Washington UNIFORM BUILDING CODE EDITION: 1991 Washington Amendments MAXIMUM HEIGHT 14' -0" above grade per Airport Requirements LEGAL DESCRIPTION. See survey LAND USE ZONE: PBP Public Building Park District SEISMIC ZONE: 3 MINIMUM YARD REQUIREMENTS. No building shall be constructed closer than 35 ft. to a public right of -way SIGNS: One sign with a maximum height of 10 feet, no longer than 20 s.f. FLOOD PLAIN NA OTHER: Adjacent to Port Angeles Airport. Verify Airport regulations. TOTAL LOT SQUARE FOOTAGE: See survey NO. PARKING SPACES REQUIRED: 1 space per 300 g.s.f. of building 17 -10 NO. PARKING SPACES PROVIDED- GROSS BUILDING AREA SQUARE FOOTAGE. 31,242 s.f. (program) 2. BUILDING A. OCCUPANCY I -3 B. FIRE RESISTANCE OF EXTERIOR WALLS. See below OPENINGS IN EXTERIOR WALLS. See 1093(b). C. OCCUPANCY SEPARATION: n/a D. CONSTRUCTION TYPE. I F.R or II F.R (b) Special Provisions. Division 3 Occupancies shall be housed in buildings of Type I or Type II F.R. construction. EXCEPTION: One -story buildings of Type II 1 hour, Type III 1 hour, or V 1 hour construction may be permitted, provided the floor area does not exceed 3900 square feet between separation walls of 2 hour fire resistive construction with openings protected by fire assemblies having one and one -half fire- protection rating. Tyne H F.R. Fire Restrictive Requirements 1. EXTERIOR BEARING WALLS. 4 hours (see 4B; 1 hour acceptable) 2. INTERIOR BEARING WALLS. 2 hours 3. EXTERIOR NONBEARING WALLS. 4 hours (exception: unprotected, noncombustible construction, fronting on public ways or yards having a width of 40 feet or more) (see 4B; 1 hour acceptable) EXIHIBIT 'A' 4. STRUCTURAL FRAME: 2 hours 5. PARTITIONS (PERMANENT): 1 hour 6. SHAFT ENCLOSURES. 2 hours 7 FLOORS CEILINGS/FLOORS. 2 hours 8. FLOORS CEILINGS/ROOFS. 1 hour Tyne V 1 Hour Fire Resistive Reauirements All above categories to be 1 hour. E BASIC ALLOWABLE AREA. I F.R. unlimited. II F.R. 15,100 s.L F ALLOWABLE AREA INCREASES. Automatic Fire Sprinkler. Type II F.R. (one -story) 15,100 (3) 45,300 s.f. G. SANITATION: Per UPC: Employee Watercloset Male/Female 1.1 15/1.1 -15 2:6- 352:6 -35 3:36 55/3:36 -55 Juvenile Watercloset 1 per sleeping rm 1 per exercise nn H. NOT USED L OCCUPANT LOAD PER TABLE 33 -A. 3. OCCUPANCY REQUIREMENTS Urinals 1 per 50 Urinals 1 per exercise nn Lavatories Male/Female 1 per 40/1 per 40 Minimum of 2 Exits If Of Occupants Is Occupant Load Factor Dining Rooms 50 15 Classrooms 50 20 Sleeping Rooms 6 80 Drinking Fountain 1 per 75 Lavatories Drinking Fountain 1 per sleeping rm 1 per unit 1 per exercise rm 1 per exercise rm I. EXITS REQUIRED: 2 Minimum with a total width of not less than 36" (32" clear) at each exit. A. SECTION 1002; CONSTRUCTION, HEIGHT, ALLOWABLE AREA. Height: Type H F.R. 2 stories, 160 feet maximum. If Type V 1 hour is used per 1002(b) exception then 2 stories, 50 feet maximum. 822 -101 UBC CHECKLIST Page 2 EXIH1BIT 'A' B. SECTION 705; LIGHT VENTILATION AND SANITATION: Provide natural light by means of exterior glazed openings equal to 1 /10 of floor area and natural ventilation by means of exterior openings with an operable area not less than 1/20 of total floor area, or provided with artificial light and a mechanically operated ventilating system. The mechanically operated ventilation system shall be capable of supplying a minimum of 5 cu. ft. per minute of outside air per occupant with a total circulated of not less than 15 cu. ft. per minute per occupant in all occupied portions of the building. Toilet rooms shall be provided with a mechanically operated exhaust system capable of providing a complete change of air every 15 minutes. C. SECTION 1007; SPRINKLER AND STAND PIPE SYSTEMS: See Chapter 38. D. SECTION 1008; SPECIAL HAZARDS: Every room containing a boiler, central heating plant, or hot water supply boiler shall be separated from the rest of the building by not less than a 1 Hr. fire- resistive occupancy separation. EXCEPTION: Boilers, eta where the largest piece of fuel equipment does not exceed 400,000 Btu per hour input. E. TABLE 10-A. Room Occupancy Separation 1. Kitchens None 2. Laundries greater than 100 sq. ft. One Hour 3. Physical Plant. Maintenance Shop One Hour 4. Soiled Linen Room One Hour 5. Storage Rooms 100 sq. ft. or less in area storing combustible material None 6. Storage Rooms more than 100 sq. ft. storing combustible material One Hour 7 Trash Collection Rooms One Hour 4. CONSTRUCTION REQUIREMENTS A. SECTION 1902 STRUCTURAL FRAME: Iron and steel complying with Chapter 27, concrete complying with Chapter 26, and masonry complying with Chapter 24. SECTION 2202; STRUCTURAL FRAME: Wood complying with Chapter 25 for Type V B. SECTIONS 1093 2203; EXTERIOR WALLS AND OPENINGS. Comply with Section 504 and Table 5 -A, EXCEPTIONS. 3. In other than Group H Occupancies, exterior nonbearing walls of Type II -F.R. buildings may be of one -hour fire- resistive noncombustible construction where unprotected openings are permitted and two -hour fire- resistive noncombustible construction where fire protection of openings is required. C. SECTIONS 1906 2205• ROOFS. Comply with Chapter 32. D. SECTION 3203; ROOF COVERING REQUIREMENTS. Class B roofing minimum. (TABLE 32 -A) E. SECTION 3205.a; ATTIC ACCESS. Access opening shall be 22" x 30" min. with 30" min. clear headroom. 822 -101 UBC CHECKLIST Page 3 EXIHIBIT 'A' F SECTION 3205.b; DRAFT STOPS IN COMBUSTIBLE CONSTRUCTION: Draft stops per 2516.(f).4.B.(iii), EXCEPTION- 5. EXITS Where approved automatic fire sprinklers are installed, draft stops may be 9000 sq. ft. and the greatest horizontal dimension may be 100 feet G. SECTION 3207; ROOF DRAINAGE. Roofs not designed to support accumulated water shall be drained to roof drains or gutters. H. CHAPTER 37; CHIMNEYS. Check incinerator requirements, boiler flue requirements. I. CHAPTER 38; FIRE- EXTINGUISHING SYSTEMS: Shall comply J. CHAPTER 43; FIRE RESTIVE STANDARDS. Shall comply A. SECTION 3304; DOORS. Swing in the direction of exit travel serving an occupant load of 50 or more, or serving a hazardous area. Door size 3 -0" x 6'-8" min.,) 4' -0" width max. B. SECTION 3305; CORRIDORS. Width 44" min., Height 7' -0" min. Dead ends 20' -0" max. C. SECTION 3306; STAIRS. Width 44" min. 7" max. rise, 11" min. run. Handrails 1 1/2" dia. nominal, 34" to top of rail min. 38" max. Handrails shall be continuous the full length of the stair. At least one handrail shall extend in the direction of the stair run not less than 12" beyond the top riser or less than 23" beyond the bottom riser D. SECTION 3307; RAMPS. Width 44" min. 1 in 12 max. rise. Intermediate landings are required when ramp exceeds 5' of rise. E. SECTION 3313 EXIT ILLUMINATION. 1 footcandle per sq. ft. during all times that the building is occupied. F SECTION 3314 EXIT SIGNS. Required where occupant load is 50 or more and as required to define exit path. 822 101 UBC CHECKLIST Page 4 EXIHIBIT 'A'