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9000 SW DURHAM ROAD-27 _ �r '� ar ■m wit ;mm .:� 4" L G - `t :I CL 1 I ^'ISI S4000 SW DURHAM ROAD TIGARD PT GH P.E. ADDITION NO. 3--- � s wr 4 il♦ �t ran Construction .(nsbtction & Rtluttd Ttiu Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97713 Photo(503)6414114 September 30, 1982 #(,P-1238 Cam Construction Company 12800 Howell Prairie Road N.E. Gervais, Oregon 97026 Re: Tigard High School P.E. Addition S. W. 92nd & Durham Road Gentlemen: As requested, and as specified in the Uniform Building Code, we are sending this letter of compliance as a summary inspection report for ttie above referenced project. We have reviewed our files whic%1 include concrete compression test results, and re-steel inspection reports. All work that was inspected and tested by our firm was, to the best of our knowledge, found to be in accordance with approved plans and specifications. If there are any further questions on this matter, please do not hesitate to contact our effice. Very truly yours, CARLSON TESTING, INC. Douglas W. Leach President llo cc: Selig/Hensl(!e Resseger b Gotchall Tigard School Dist. #23J City of Tigard - r ',ti•:i• tier ` 7 ,,'yti INS lj7l`I� tNu, ,ti nN hit U(1 '( 1, q*;t "nNn Imr Nija�l�� Mnn . lj }► , MJJ���,�:,,�n,. ��1��'/�'`�/ �^ �71ROO9ly`,.�a�tili� nJrIJ •�i► �'� �l! a "j�`` 0« %1F .- N Skill«;tl �_ t (T1 Fi � Ci .:; t►J�tsl' I ' O CIS !,1 24 im ►�« � V I � ' � � a Ott ' +y� •�� O4 �' � x n �~ a a �I p or _ o►CL 0 + , y 1111 ., ;( r N C4 Iy+ '" w w�.+� ... tl! r�41';� r�l r� i coo t� f� r jV. ) id,till �p 1 t i 41 o��o tf _ s .�,cc eti•2vSaaY'.:�5�•.:Y�f�...,�'t,.s_._.±s^.•..,^,."Y�'51161�r'.. ,5e,`. ....;.i, ..........:::�.�-- - -- ��} �te 9Ymid, N �i, �,•.n�s: h. P '.e` �« «"�'. ^�► ��nr• '�,,� , r�� Alltr ��,. �, ,�� � �IIIN• � ttr � � Mh `tt� '. .�,,��..��ddr �, t!r' ..a�, Y tL � t�`.� I�p �, '•�` "��� �1;: '•\�� �q,• v`, ,nipplT',y� frr+R� ! `Y�➢'"'' •a'l! 4 1�� 4 t+ sw�l•..,, K` �i'-_�''-y ;.•+. � .d ht.' '-�yr< w,�' � s', t ,.d Mt � y� r�`^ ad +�r "M .,�.::,� . SELIG HENSLEE Architects and I'Itlrowrs 213 sit,Ash Street. Portland.l)rc on 0720-1 70enhonc:(503)224-077.3 15 September 1982 Mr. Gene Birchill Deputy Fire Mdrshal Tualatin Fire District P.O. Box 127 Tualatin, OR 97062 Re: P.E. Addition at Tigard High School Dear- Gene: This letter is to record items discussed during our phone conversation of this date during which we outllnQd the reasons for omitting a fire damper, from the 12" x 12" ceiling supply duct szrving the lobby of the new P.E. Addition at Tigard High School . The structure is a one-hour fire resistive construction with the roof assembly developing the one-hour independent of the lobby ceiling. (See attached section. ) A fire damper would be required if '.he ceiling was required to be of fire resistive construction. The ceiling of the lobby would be required only to be a fire resistive construction if that lobby served an occupant load of 30 or more (UBC3304(g)) . The lobby is the required exit for only three spaces: the Weight Room (this space has two exits) , Office and Training Room. Other spaces may pass through the lobby but it ij not a required exitway for those spaces. We Compute the occupant load as follows: Weight Room - 31 '-8" x 54' = 1709 sq.ft./50 = 34/2 = 17 Office - 23' x 14'-6" = 333 sq.ft./100 = 3 Training Rm - 15' x 28' = 420 sq.ft./50 = 8 Load = 28 Since the load is less than 30, the ceiling does not have to be a fire resistant construction. Other considerations which could affect this opening are: a) This is a supply grille and not a return grille. As a consequence, fire is less likely to enter the ductwork itself. b) The lobby is a space which is least likely to have combustible loading. c) A sensor system in the duct work (one on supply side and one on return side) shuts down the fang when temperature rises above 12.50 F. d) A 10" x 10" opLning is allowed in a ceiling of fire resistive construction. We trust you can concur this fire damper is not required and no particular hazardous situation exists because of its omission. - �Sir.cere , i Char es E. Se iq Act. \ cc: John Uullanty J Ed Walden t IInr,1 ! �I1I., �I i li 1 IIINSIEVAIA DISTRICT 1.3:/i L.O/N 6 PA P*A! ^ 1 O � 1 •,Y�/�Gfla� SUG/IT�n�I/ PE ADDITION i�s uc.,r�av — �/d �ci►srr,� ons d—w,A"0c tirs,eten.d 1 x G®/`'�.c A7 '., e As Toe QuE T ) RCS H. %S. G Acr., T7L49 , t i WALL SECTION 7 I E T AIL � 7 I I 4 1/AOop t3A /Ec F' rUKAL DA 7i cw -� WA L L SECT I O N -Tualatin Tire Vistrict Inspp-fk.tidh- NM106' 8405 S W. Pligsen Road ToMatin. Oregon 97062 ( Illione 682-2601 Buildina Nnrn4 -Add 1/fit 1.1:1111 ti, codes. aw rollowilig item(m) requirp. correctitu, ---------- po ............ C_x) CALU FOR RFINSPI OR DFPT, F" T n ire -;trlct Inspection' No' 'fice 8405 S.W. Elfigqen Road Tualatin, Oregon 97062 Phr)nf3 6,92-:1601 -T, C,6 Purmintit to Soction(e) ofadnpted vodeq, the follnwing item(A) reqn.irp. corre,.Ang: 4 L2Af' hal _CIE _T e, VQ ----------- v: InApector VALL FOR REINS12ECTION OR ,�4EJBUILDwn nFPT- INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection ���a�"— -- Date Requested Time��� A.M.-_. P.M. Address .;Z Permit Lot # Owner Builder The following Building Code deficiencies ate required to be corrected: - Presented to _-- - Approved / f�II Inspector /� u Disapproved Date ' -- CALL FOR REINSPECTION [] YE' ONO Construction Inspection 9 Related Tani Carlson Testing, Inc. MP.O.Box 23810 -- �G� Tigard,Oregon 97223 Phone 1503)6414114 CI�'4 0� ZIGAtiN May 28, 1982 #CP-1238 FIELD INSPECTION REPORTS DATES COVERED: May 10 through May 13, 1982 PROJECT: THS P. E. Addition ADDRESS: S. W. 92nd & Durham INSPECTOR: M. Tabert / S. Jordan 5- .0.-82: Supervised placement of 3000 p.s. i . , 4" slump concrete in interior floor slabs for men's and women's lavatories, weight room, training room, storage room and office. Cast four test cylinders and found all work to be according to plans and specifications. 5-13-82: Supervised the placement of 3000 p.s .u. , J'2" slump concrete in team room slab. Cast four test cylinders and found all work to be according to approved plans and specifications . Respectfully Submitted, CARLSON TESTING, !NL. lj � (j. jaVL--- Douglas W. Leach President llo cc: dam Construction Co. Selig/Henslee Resseger & fotchal 'I T,gard School Dist. City of Tigard Construction Inebection N Related Testa Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)6414114 Date Molded. _ 5-1319_82 _ Job., CP-1238 Client: —_--_ Cam Construction Company Project Tigard Ni_h School P.E. Addition Address: S W. Durham Road Contractor: _ Cam Construction CO. _ Sub-Controctor: Concrete Suppler. Ross Island Cost by: _ M. Tabert Weather: Clear —; Temp. high: , 65 Temp. low: Location of Concrete Placement: Team Room Sldb. _ Strength Requirement: 3000 PSI d _28_ days Slump: 3 u Cement Type: I No. of sacks: _ Entrained Air ?� Admix, Amount: _ Brand: Admix, Amount: Brand: ' Coarse agg. size: 3�4n Type: ., Natural _ .._._ Fine Agg. Size: Bldg_ Space nam Spoeirnan Tett i Reyietar Dote Dora Total Area Unit Lead Report 1 No. Type Days Number Rae'd. Taetad Load Psi No. A 6 x 12 7 7448 5-14 5-20 72,500 28.27 2560 12 I B 7 7449 — 5-14 5-20 74,0U0 28.27 2620 12 2 8 _Z450 5-14 6-10 99,000 28.27 3500_1_ 14 D 28 7451 5-14 6-10 101 .000 28.27 3570 4 E Remo,' 1-r_urk1__2.0-_siCke.t#_A-1-_MZ6_-------.------�__..____—� _--_r r: Se_Ug4HensI Pe — Resseger 6 Gotchali — City of Tigard i I Construction, Inspection 9 Related Tests I Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 � REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: 5-10 19_82 ,lob. 'No. CP-1238 Cl1ent: _Cam Construction Company Project: _ .__ Tigard_High School P. E. Addition Address: __ Tigard, Oregon conlroctar: Cam Construction Co. Si b-Controctor: Concr Supplier: _ Ross Island Cast by: S. Jordan Weather: OVercasL` �Y Temp. high: 58 Temp. low: 40 Location of Concrete Placement: Interior floor slabs, men & women's lavatories, weight room, training room, storage room and office. Strength Requirement: .__ 3000 _ PSI a 28 days Slump: 411 Cement T ype: I No. of socks: _ _ Entrained Air Admix, Amount: Brand: _ Admix, Amount: Brand: Coarse agg. size: 3/4". _Type: Natural _ _.___.Fine Agg. Size: _Bldg_ _ speeifflan Speciroer Test Y Register Date Dolt Total Unit Load Ropott I No. Type Days Nuabet Reed. Tolled Load AteO PSI Ne. 1-- A 6 x 12 7 7343 5-11 5-17 72,000 28.27 2550 11 B 7 7344 5-11 5-17 70,500 28.27 2490 11 C 28 7345 5-11 6-7 119,000 28.27 4210 13 D 28 7346 5-11 6-7 117,500 P8.27 4160 13 E Remarks: Truck# 75_�___�__._____ cc: City of Tigard Selig/Hens el e Resseger & Gotchall Tigard School Dist. Construction Inipection & Related Tests Carlson Testing, Inc. P.O.Boa 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (5031 641 41 14 Date Molded: 3-1.. , 19 82 Jab. No. _ CP-1238 Client: _._ Cam Construction Company Project:--_.- Tigard High School P.E. Building Address; -_--..S• W. 92nd_&_Durham Road ^ __ Contractor: Cam Construction Co. Sub•Conttactor: Concrete Supplier: _ Ross Island _ Cost by: S. Jordan Weather: ---Rain — --- Temp. high: _ 55 _ — Temp. low: 40 �_,---- — Location of Concrete Placement: South exterior wall from 9'11" on west end to . ,. ,'.h wall -ending. Lines 2_.to _►J x A_(Last exterior_. l.�o 5lrength Regv,rrment PSI a _� 28 days Slump ..__ T3 an Cement Type. 1 _.__ ____�_. __..__ No. of sacks: Mix# 3000A_,-_- Entrained Air Admix, Amount: Brand: Hot Water---- Admix, Amount: ---- _—Brand: Coarse agg. size. 1 'I TYpe Natural Fine Agg. Site: - Bldg.. =Spat,men� Spec+mar last i —Resist.,— Dar. Date Total ,rf0 Unit Lead R.pe.t--� No. T,pe Deys Number Recd Tested Load PSI No. A 6 x 12 ( 7 5625 3-2 3-8 62,500 28.27 2210 8 l B 7 5626 3-2 3-8 64,000 28.27 2260 8 C 28 5627 3-2 3-29 115,500 28.27 4090 10 8 5628 3-2 3-29 117,000 28.27 4140 1 10 F Remarks All work was performedaccordingto plans and specifications. _ Truck# 80 Ticket# T-4-34461 cc: City of Tigard_ —_Se TT-9 en s l ee Resseger & Gotchall Tigard School Dist. C'onetruc Ghon .In hechon & Related I'rur: Carlson Testing, Inc. P.O.Boz 23x14 Tigard,Oregon 97223 Phone(5031 641-4114 February 15, 1982 #CP-1238 DAILY FJELD INSPECTION REPORTS DATES COVERED: January 28 through February 11 , 1982 PROJECT: Tigard High School F.E. Building ADDRESS: S. W. 92nd & Durham Road INSPECTOR: S. Jordan/D. Leach 1-28-82: Inspected re-stsel and supervised placement of 3000 p.s.i . concrete in west wall lines 1 , A to E and A to 2.5. Found all work to be according to approved plans and specifications except for Ross Isldnd concrete load #3 which ticket stated 11,"-0 rock, but mix actually contained 3/4"-0 rock. Cast two extra cylinders to verify strength. 2-2-82: Inspected re-steel and supervised placement of 3000 p.s. i . concrete -in east wall . Cast four test cylinders and found all work to be according to approved plans and specifications. 2-11-82: Supervised placement of 30GO p.s.i . , 3 3/4" slump concrete in walls line 5, A to E and line D, 5 to 9. Cast four test cyl ;nders and found all work to be according to plans and specifications. Respectfully submitted, CARLSON TESTING, IANC. Douglas W. Leach President llo cc: Selig/Henslee Resseger R Gotchall Tigard School Dist. #23J City of Tigard Cam Construction Co. l Cnnstrs..tion InsDccrinn 9 Related Trus Carlson Testing, Inc. P.O.Box 23814 Tigard,Oryon 97223 Phorw 15031641 A 114 REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 2-11 , 19 82 Job. No. CP-1238 Client: . _ -Cam Construction Company Project;__ _ Tigard High School P. E. Building Addition Address: _ Tigard, Oregon— — Contractor: ` Cam Construction Co. _ sub-Conrroctor: Concrete Supplier: Ross Island Cost by: M. Tabert Cloudy _ Temp, high: _ 45 Temp. low: 36 Weather: — Location of Concrete Placement: _ Structural walls line 5 between A and E and line D — _._—_—__---between 5 and 9. lr Strength Requirement __� 3000 _ PSI o 28 Boys Slump; 3 3 Cement Type: No, of socks; Entrained Air Admix, Amount: Brand: _ Hot Water -__ Admix, Amount: .___ Coarse agg. size: 1�t1 Type: Natural Fire Agg. Size: Sp�t.Te� Spec-�.er' T•s. i —R,a.s.o. Der• Dar• — Torol I A.ea Un Load Rope.t No. Type Doy. Numb.' Ret'd. T,sud I.00d PSI No. A 6 x 12 7 5091 2-12 2-18 94,500 28.27 3340 5 e �7 f 5092 2-12 2-18 92,000 28.27 3250 5 C I _ 28 5093 -12 3-11 4190 9 118.500 28.27 D 28 5094 2-12 3-11 121.000 28.27 4280 9 I F Remarks ---___^-- Resseger & Gotchall 'Tigard-.Schaal- Dist #213--- - of Tigard Construction Inspection 9 Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 2-2 , 19_ 82 _ lob. No. __ CP-1238 Client Cam Construction Company Tigard High School P.E. Building Address: W. 92nd & Durham Road Contractor: Cam Construction CO. _ Sub-Contractor. Concrete Supplier: RO55 Island _ _ _Cost by: A, TA b D- Leach Overcast — rem high: __ 50 Temp. low: 40 Weather. — _..�, __ P• 9 --- Location of Concrete Placement: East Wall 3000 n Strength R-quirement ______.___ _ PSI u .�28_ days Slump: _ 4__._..__��____._ Cement Type I —_ No. of socks _______ _—_ Entrained Air Admix, Amount: __ Brand: _______ _ Admix, Amount: ----Brand: 12 Natural Fine A Size: Cc+or se age. s�i e __ . __Type: - -- 99• -- .Bldg_ _ —_ Soec m.� Sp•.ne„ ._ Test 4 Register Dote Dote Total Aree Unit Load Report No T.pe Days Number Recd. Tasted Load PSI Me. A 6 x 12 7 4828 2-3 2-9 100,500 28.27 3550 3 B 7 482.9 2-3 2-9 102,000 P8.P7 3610 3 c 28 4830 2-3 3-2 117,000 28.27 4140 7 t� 28 4831 2-3 3-2 119,000 28.27 4210 7 f ---- - _E ,--_ - -- ---- Remarks ___Truck# 31 Ticket# T-4-33249 _ Inspected re-steel and s�ervise_dplacement of corgi_ef.e_in Above Iccatiop�-.__ - ---- u ti all- work to be according to approved plans and specifications. S�TtZyMiehff§Tee -- Resseger & Gotchall Tigard School Dist. #23,1 City of Tigard Construction Init5tcrion H Related Tests Carlson Testing, Inc. P.O.Son 23814 Tie,ard.Oregon 97223 REPORT 0'-- CONCRETE TEST SPECIMENS Phoro 15031641-4114 Date Molded — 1-28 1982 job. N.. —CP-1238 Client, Cam Construction-- - Company Project: Tigatid High School P.E. Burilding Ad,l,,,,: ____.,_,_.S.. W. 92nd_& Durham Road Contra,clot: ___ Cam Construction C0TT_an_.JV_ Svil-Contractor: Concrete SK,pplier. Island Cost by: __5_,_JQrdan__ Weather: ____ Overcast____ Temp. high: _,__56 Temp. low: 41 Location of concrete Placement: West wall lines _1,_Q to E and A to 2.5 !)Irength Requirement __ 3000 PSI j 28 days Slump: Cement Type. No. of socks:JL1x#_NQQ Entrained Airt. Admix, Amount: Brand: --- Admix, Amount: Brand: Coarse agg. size: ------Type: -Natural Fine Agg. Site: --A.Idg— SP.C.— Spec.— I test a Rogist., Date Dal. Total Mea Unit Load Repo'. No. Type Days Numlle, Re C,d. T.,led t-.*d Psi 1 A 6 x 12 7 4675 1-29 2-4 84,500 28.27 2990 2 B 7 4676 1-29 2-4 81,500 28.27 2880 2 C i 28 4677 1-29 2-25 127,500 28.27 4510 6 D 2g 4678 1-29 2-25 130,000 28.276 2 4679 1-29 2-4 1 73,500 -28.27 2600T 2 1 1 F28 4680 1-29 i 2-k5 i 133,000 28.27 4700 Remo,4i ___1nLskec_tg4_ re-stPe1 and -ed it-Df_-Lf),Ilcrpte-i-il--above-l-oca.tions-.— _ __5_WerYtS _WaLeMer Found all work. Lo be according to ,approved plans and specifications, except -forRus-Island Concrete-Load# .3--ticket stated i ad-l1 rsa_Rock_fin_mixbut _ it actually had 3/4"-0 rock. Cast two extra cylinders to verify strength. cc: Selig/Henslee Ressger & Gotchall Tigard School Dist. City of Tigard BUILDING, PERMIT APPLICATION TIGARD GATE_-_-_ _19 THE LINDEh;,IGNEDHEREBY APPIIES FOR A PERMIT FOR 1 HL WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN [HF ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHONE LOTNO.'—i OWNErl 'I' card S,L)., 23,j JOBADDRIESS 9000 SW Durhar poad� rservais q7026 ARCHITECT Selic fl.nsl FNGINEER 224..(1173 BUILDER'':v- Conrtre Co* ADDRESS 12800 Howell r,rairies(DESIGNER _- STRUCTURE 0 NEW Q REMODEL ADDITION 0 REPAIR C RENEWAL 0 FIRE DAMAGE 0 DEMOLITION RESIDENCE Ei COMM L16EDUCATIONAL 0 GOV'T 0 RELIGIOUS 0 PATIO F1 CARPORT El GAR/. ;E D STORAGE 0 SLABO FENCE OCCUPANCY A-2 - LAND USE ZONE R-3 BLDG.TYPE 111=111ARE ZONE PLAN CHECK BY HEAT A Work for Tigard Nigh P,F* - Includes (jrading, pavinn, eoncrrtp. utility lines, irrigation system, SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VA"I" BUILDING DEPARTMENTSETBACKS FRONT I';- 'I%AR LEFTSIDE RIGHTSIJE Permitr, THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE sul>iotal ­ • RESTRICIiVE rOVENAN1S. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARAIE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State TFkx SDC— Total # APPLICANT OR AGENT By Receipt No. Approved ADDRESS PHON DATE INSP. TYPE INSPECTION — Y REMARKS PLUMBING CATE— 1—1.3 N1 U - ��' -- , ----- Permit No. — - -- J� Rough-in Fl�ture -- ---- - — — -_— -- Il final I HEATING _ _Y Contractor Pe-mit No. _L_ — --- Ges or Oil I Rough-in T Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final —, Sidewalk Curb&Street Final --- __ Aporoach BLDG. DEPT.FINAL TEMPORARY CERTIFIt:ATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Znning Final BUILDING PERMIT APPLICATION TIGARD DATE ._ 3996 THE U14DERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE C201,—' _ OWNER S.D. ?3•.t JOBADDRESS gCOO SW DUrhair Ttrv►fi LOT NO. r t' 2`1-1,', ''ervais 171126 ARCHITECT seii'T Henry ENGINEER BUILDERt'Y-; ' Co._ ADDRESS 12POO Rowell Vrairir_ DESIGNER 22+-0173 —_ STRUCTURE CI NEW O REMODEL 17'ADDITION ❑ REPAIR _❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION L!] RESIDENCE Cl COMM Ll EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS O PATIO ❑ CAR PORT C GARAGE ❑ STORAGE ❑ SLAB FENCE OCCUPANCY L72 LAND USE ZONE -N--32--BLDG.TYPE 1-1 I71IIARE ZONE---PLAN CHECK BY _ "HEAT (gip r� Ir irTar(4 I.I.S. Addition - Construct Tl.r:, adeition to laird, Svh, of n1l nor t)l.r Boys' Lock--r 'room. PepavU- mx—its re(wirod for - ---- - .d rnw,hAnica 1. 'Q4ctypl4f?9c, 17f/z8/9t -rRFD 318.r6o ,(:ny ig,3y - SEWER PERMIT M plum J:Q2'4es Pali a lO l.s'z j/�3 gZ a l q pw I, I IE3,50 OCC.LOAD FLOOR LOAD c 0licr WEIGHT 7? NO.STORIES 1 AREA 74r`3 NO.BEDROOMS -- VALUk4 71 i 7 f 1 BUILDING DEPARTMENT SETBACKS FRONT I REAR 1 F,I LEFT SIDE RIGHT SIDE -- Permit 13 3. ''CHIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND 11 IS HEREBY AGREE']THAT THE Plan Check WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE * ���` WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub•tufai "7, RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS �4 r 2 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax Total 11417.5 2 SDI-. — By 1 1 PDCk APPLICANTi A -- —V Re-eipt No Approved �)wh �6. AD—�$8-- -- ^—�� PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE �) £L 0-0 m �� tf(' y r ,n Contractor 721 4N4� _ ��-Ft K;e�..e�.Lr...., Permit N o. 3 D C� _ Final _ y HEATING t / Contractor ` F (` Permit No.ZI Z sl.� 4" '. 3` /.��.- Z ►f.L � Oa[or Oil tea. Rough•in Final _ SEWER Final y ,q' /1 'Y�� l DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Finel r t"proach BLIDG. t1EPT.RINAL TEMPORARY CERTIFICATE OCCUPANCY final U•RTIt1C, �S OCCUPANCY Lgndscapiny 7_onir.,Fin.l eta. Its I I Conitn r,tinn InsCection 9 Related Tests Carlson,Testing, Inc. P.O.Box 23814 Tigard,Or"on 97223 phone 1503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 1-15 19_82 Job. No. CP-1238 Client: — Cam Construction Company Prulect: Tigard High School P.E. Bui 1 di n.9 `__­-- Address: — S. W. 92nd & Durham Road Contractor: __ Cam Construction Co. — Sub-Controctor: Concrete Supplier: Ross Island _ Cost by: _ M. Ta Bert Weather: _ Overcast _�— Temp, high: _ 50 _ Temp. low: — _ 40 Location of Concrete Placement: all footings for addition___ Strength Requirement: __—3000.—._ PSI days Slump: ___4'�—__-______.__.­— Cement Type: 1 —__ — No. of sar.ke: _-_ _-_-- Entrained Air Admits, Amount: _ Brand: _—__ —, .Admix, Amount: _ _ ___.Brand: " __Fine A Sire: -_ Coarse ogg. size: . 1�t. --- Type: Platural - -. - 99• ------B - ------- -.. S p.c:rn.n Speeitn.n T..t 9 Regis,- Dal. Dot• Totol A­ ' Unit Load R.po.l No. T,p. Dere N�nb._ R.e'd. _T..I.d Leed PSI No, 1 A 6 x 12 7 4313 1-16 1-22 110,000 28.27 3890 1� ---___ B �7 - 4314 _ 1-16 1­22 112;000 28.27 3960 1 C 28 4315--.- _1-16 2-12 _ 146,000 28,27 5160 _ 4 D 28 4316 1-16 2•-12 14319500 $, Z 5080 _ 4 E — _� + - -- - ---.. ----_. .-- --- -... F Remdrks: Truck# 79 Ticket# T-4-32427 cc:_ Sel i.g/Henslee -- ---- --------- - --- --- ----- `-�—` R2sseger & Go'tchall� � _ Tigard School Di 5t.•___g��----- ------ � -------------- — City of Tigard r .s l� 4 � � N9. BUILDING PERMIT APPLICATION "'y TIGARD oArE�JflL!►'__L�.�_. 19� �►q�x�l' THE UNDE-RSIGNED HEREBY APPLIES FOP, APERMIT FOR THE 'NORK HEREI(1 INDICATED BUILDERPHG<,F�vw•9.��1_ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND PFCIFICATIONS Pr.or44"-/&10 108 A0_0RE55 S �(A �K ARCHITECT n/�-u•''��• lq �`��I O 11 • ENGINEER n'j1r_L`C? �QNAL:IpYVI�fMr+1�0� �ADOREi���GG�nvt!l�_�A �.Y'dA11 DESIGNER ,TriUCTL;AF — El`jENI —❑REMCIOEL —+�ADOIr10 I—� -❑FlEa%.IRy ❑RENE1'/AL ❑FIRE DA'AAGE ❑G`_'.OLITIa CMESIDENCL 000MM10ECUCATIONAL 0GOV'7 LJRELIGiCusCIPAr10 NCAA PORT ❑GARAGE ❑STORAGE❑5•-.:e DEN' PANC :14-1Z LAND USE .'.ONE: !`�� —0L0( ryAff. o6r-FIRE ZONE-- PLAN CHECK BY--A-!^_ HEA; SEWER r-ERMIT --- - - ------_-- — ---- -- - — i o=5 .!)LCL-- PLUOa-���-°�-- FIEI�HT Dp1�vQ I.QP 4REA_----��'��F� `�r3 ��L'� IS111LCING CFP-'R rNIENT SET BACKS FRONTS" 04111 REAR LEFT SIOF. RIGHT SIDE THIS PERMIT I$ ISSLIFD SUBJECT TO THE REGULATIONS CDNTAINFD IN TH-- BUILDING= CODE. znNla ;i I Check PQr� REGULATIONS AND ALL APPLICAPLF CODES AND ORDINANCES, AND IT 15 H:rE9Y AGREED TH1T TI - —)RK WILL RE DONE IN ACCORDANCE WITH T',e PLANS A,'40 SPECIFICATIONS ANO IN CGS.;°LluI�CE riI' „®► ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PEP.PAIT OOPS NOT WAI' ---- RESTRICTIVE COVENANTS CONIRACTOR �1NO SL':! CONTRACTORS TO HAVE CURPENT CITY 51I'SINE C.-a., Tex I LICENSE SEPARATE P RMIT5 REQUIRED FOR SSe;ER. PLUMBING AND HEATING. � tura! /�, SDC - / '�` I�`G-"� 44 r APPLICANr OP A07Nr I Acp�u:�•rl � -- _� _ Receipt No L� Ar1nPE5S �-- MUNE SDC - poc - SEWER CONNECTION S SEWER INSPECTION $ SEWER SURCHARGE f F 0 : _- .P,,C� It v —1' (I•�Z S�i ��. FCNMQII��i � O I�r,�� wrr�� ��12•$L.�4sl i �1:n7� rwa4� c�. �pr-''139�0(�at�•�'1 �t Sit FAM BU _DING PERMIT APPLICATION TIG ".D p THF_UNDERSIGNED HEHERY APPLIES FOR A PERMIT FOP THE WORK HEREIN INDICATED 13UILDER PHONEIP•_7_ W OR AS S�10WN 4ND APPROVED IN THE ACCONIPAN',WG PLANS AND SPECIFICATIONS. OUVNEP.PHONE I 1 LOT 1:0.190 2_n- 7D2 n-SYT2� J JOB�,DDRESS000 � -- --- -. �R�bO Ho1asOu Prllrir`V+. L11CHIlECTt� eMtlGe. —� ENGINEER 9. GU;LCER�1� 1 G 10�'l ADDRESS ��)AIS g20z(I DESIGNER .22y►.O/T� FR-UCTURE 0 NEW_ Cl REMODEL AODITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑_DEtLO_LIiION 51DENCE C- COMM X EDUCATIONAL Cl GOVT Cl RELIGiOUS C PATIO Cl CARPORT ❑ GARAGE (1 STORAGE ❑ -LAB- FENCE -uPANCY _1�.D + LAND IJSE ZONE -R'3a BLDG.TYPEFIRE ZONE JLI,-_-! � PL•1N CHECK SY `-� __ � HEAT - 10-A N%V% U A"rmo)% — CvX.*" `F-WEH PERMITN ----_._- __--_-- ------- OCC.!OAD _ FLOOR LOAD .OAC. HEIGHT �� NO.STORIES ( AREA 7'�es NO.BEDROOMS___ VF.I-UE BUILCING DEPARTMENT _ SETBACKS FRONT &P REAR /bD +LEFI'SIDE (,o '{"' RIGHT SIDE Permit THIS PEANliT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN TH: GU1LDING CGDE, 70WINC o REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCE AND IT IS 14— E3Y AGREED THAT THE 1PlenCheck r� WORK WILT- BE DONE IN ACCOPCANCF WITH THE PLANS AND SPECIFICATIONS AND RJ COftPLIANC: WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PSRTAIT DOES NOT WAIV: *R _ RESTRIC IVE COVENANTS. CONTRD.CTOR AND SUB CONTRACTORS TO HAVE CUHPFP4T CITY LICENSE_SEPARATE PEF;UI!T5 REOUIRED FOR SEV/ER,PLUMBING AND HEATING. State Tax Total APPLICANT OR AGENT sy --- - - - - ---- - -- --._ Receipt No. Approved—� �— ADDRESS �---- ----- PHONE-- -- _' - UC _ .mow.. I•II QZ # ' RFD Vel. ; PDC_ — S CRN e-' Fit J's t ���lR''1h fd•��1y3t. a�398,s° SEWER CONNECTION S _ 117.44 1 r24 a1 .G 137. 10 SEUFR INSPECTIDN ` � y �� 1?a°�. ( I'�-�L � U15Z SEWER SURCHARGE S �� Ty r irs fiYtrna.- r�.�or s. fb•27-$ I 3s�h��40TRFD) Sys So�Re_ _��eQ SDR !ecl'�S, -et1Qi :-2V&hA•.'el t ,/�,t4iir•AI a c c 11 _ roll( ' (��� - W Rt'�e, _(0 34-7371 J.b FFt-fiv- CoK'I, tm 7 _ a \V w- 1 f 4 L Al,r lee L/ e C)C/ iv J C) 00 I17, 70 U"gdwv- 4o Yfi Pa�.1�+ eyf.•' ��4 �o 4 Toot _ 3jf'' L `TRF D Qo7o 33e.�" 33�°�' - �" 1q,Lo o Yo ? 0-ro Q 4.' Ssf.00 - 71730 W."° Ti4An.� 43- PF- A" it Jam . 148L b*Jaeek rvwA. lo-vi-Ill C'3011+Aye#o 000 P*m© a� 2.10 C 7 1Rr-3? *41 Ram C-1 . tmt - Qa r7(, s o 1 p_....�..� 6c !71 + AM' r zy, 90� = � 5-2;? 900 33 26G, too _ TO, sz � 17�,�, y� rD fly, s o i C3 i sal S.y?',to C°t G�% $'8,�. ?f Jz" x) its.�O 32R. fo 7."c) ver r-D C°� ��p% 5,.1,x,°'' -3��4•ab� ll'f�•�� CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT // moi DATE _ � AMOUNT S _L ,r f , DOLLARS NAME: CASH: ADDRESS._— _-. �CHECK: ♦OP POR: ACCT. # PIRMITI SURCNAR01 AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 — PLUMBING PERMIT 05-332 _ S MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 — SYSTEM DEV.CHARGE 25-366 --- PARK DEV.CHARGE 01 30-367 PARK DEV.CHARGE #2 30-368 -- ZONING ADJUSTMENTS 05-362 _-.—.. &ALL ----- ---- TOTALS RECEIVED BY: _— PIRMIT NU III ASSIONIDI — — Number Amount Number AmwW Numbw Amount arc RECEIPT R 1 n1_ 52 uM- IMMMPRIril� U � fl � � i � � �P � OI � CIIOD P O BOX 127 • TUALATIN, OREGON 97062 • PHONF '".2.2601 I TIG SR HIGH SCHL PE BLDG (NEW) NOV 18, 1981 9000 SW DURHAM RD 11 240 Occupancy # . 353 -011--000 Dear Sir, This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon `:ft, octural Specialty Code and Fire and Life Safety C,-4r (UBC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (('MC ) and local ordinances. C=aod wars( on these plans. Approval of submitted plans is not an approval of omissions Or oversights Ly th ' 4 Office or of Tion—compliance with any applicable regUlai, IUI:1, of local goverment. ir,cer%elyy,, �//lt i i SELIG / H ENSLEE Architects and Planners Wertven LIEUVIEM JCC l` �]SO ��f'.R. -- - ---- ---- Nov 21sre Ash Street,PorNenl.,Oregon 97204 - 3 2 1981 DAT[ _- Telephr'ne 15031224-0173 lily oF A^ 29 Octob- er 1981 `K� -- _ --- ---------------— ATTtNTIo i+ Edward Walden TO Tigard era1dina flanartrwnt Tigard High School - P. E. Addition Tigard City Hall P. 0. Box 23397 Tigard, Oregon 97223 - GENTLEMEN: -- -- -- --WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via _the following items: ❑ Shop drawings ❑ Prints ❑ Plans O Samples ❑ Specifications ❑ Copy of letter ❑ Change order El COPIES DATE NO. — _!_—_- DESCRIPTION Structural Calculations I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR 8108 DUE _—_-19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS— coax ro_- _-- SIGNED: Charles E. Selig FORM Nn. A1001.11W(&%sliin If tnclofuref are not of noted, kindly notify us at once. ,j 2 TE7►r'l l:oar".:.; e-,,)l Sr1e.,.eves t I-I./E/r,,+;' /CM �� Z. ?_4 ':':oF'y r-,rcNArv�c•4L tj ovwl / /Yoe. W'//,v — 2 S F :54/'n-1l t Z oi+�a! 2. "'S ,A,7a7[:.C /A cs ytv�� •: .;.twn Rte n0. NG. 7- ow- 14,.,0 p /S� �14,.,dLrw — 7 o o 0 s � s 2 7"14:�Arzv c5 MrL. Pnnrin.K 2.,0 2"RIGja inlsu(- 3.0 5/8 'PLYvo 1. B -110)ST 3.2 --ew tP. eel I- M M&Z.a 40 AS-t.Ac 0, 5 fig.0 $E i.,VA1eIN7- Roots L-,L�O�►a ti�o '�ifr ------ '��G S 7e,5- V. y 5 ' 20. 8 � .. .'y°-'� � l 9G3 P3� L I,�S � 22c�o�cG•89� 2�30 bT, 5 x 0,765 x 5 V. s y i 7 7,P �8Y,Y /700 MLM-qMLAqUffMw=� mom= 3 K w e,* C O-VCOW.w 7 e.r1 2- 0 R 7/ -0 ML , 7/ uAF, ; L 5 �dx , � • l� 7yv (/S, 6) 3tio y 3,s� 2/yr. 3570 2,12 � 12.G �,/c'.f3 y/L ► 5!/ /2z 41 e-' 2�YY • Z?rK.� y,- I2A< = (i 9-t7-5) x 15,47 /7,3-+ 4.7 v.Y K j . I ' 9-9-81 4 nes A&WIy*2.9J+ 70V Al * _ .1 � s1 4 Y 2 5 N/Ar his #/2 IV yyz/354 T-yo t)-* _27iZ V• �5yr� —�'.zG_G X.�'�•i -� 365 �) / , '1a5Y� x1Z X� + 45.13x) Gf1w�Ic P11 0 A01 -7 - Ar- A. s uiA.-? 10 LL Y �c7CaF --��AM ON -LthJ� pj (co�vrP) SNo w�q(e 0 l 0 OIL . 3/V77 G' b�x15.3= rA ` 1- 171 Fere �a "� �� 4. 21 l,o� '=-►p0 -7, 7 3 x,73 3,H�. " Y� Il^ s �/���� I" 71 4-ra-e a N r Je lG-ori?D) 571 fro Al- 1(0, 73 l1le, 73 2.00 3p5 3F5 ,g fit 0,f 3/OX /11/1, 311S z I &SOY -7, 1 U 9s0 �? S 5 9 '' I '77 3 6 M '' S, G S x /2. / 1 to�. y Imo' �". 7! ,r 7►, 1 �. G,y/,� x 21.7 -� .yrs x;P,y/2, * ;27,it z d KG s x,3 1 `41 C' oil- � 3 •i l (2#*V A(S U L-r S D l c r, 73 /. !•x/Fete w /1 T-I(5APD - 8/ I r' .�.,Sx. yon ` �• 3GS 3 SSr.� �SSa fid '/�'��'�- /S;d6/?A,/ = /,ro 3/ �;� 4Qyi/.�? �. ; - 3317 //X7s"SX9�?xlz y . o 7149- 898./ —(xZ -f 45,1x) V, o 's y, ;U. Y Vit 7199 - /79N 5�✓�2l. 3 1/ 1 M I..- 7. .✓7. 74x%N /1K /v �' AG 6n a -fit ���>•-7 ^ y f) 11 9• , t 2 yon (" A o - � � - / bio 7. 1 Ss .b a- --�_' 3 Y 15— �q)o X135$ 435 vgQB Oso 6' 337-5 C,� 5±—Y— // Z-7 llf Sol Z- sC� S xY X 9 3iox �5, 2 gy'7yG oo 7C, 5" 7. c� �( /s t ,G ? !M S,0 7 X S. d - Z.5 2-,It 15. t xy� , — /v, f _0.y4Vv5 v —0,7 � Ile, 0,nCN l.c.F'7 C �� Olt __- 2 ,2' x(/f,,Zs) 1 97 7 I1o7 ,Io Ao4 c-Rn — :9 n * 33/ - C kZ+ 33,3x) C_, 150 V/ o LID 2 y GiKe nwff h ? 53A7yc f. y • 45� �Sn _ Is.3x k.yRr L-V 3023 s /7 197 H I 'S E A DTiz 27,0 J/ 7 v 16 -- .3-75/ ZSoo n' I 7300 5clo�� M s O. �Z75,ioy7!n 2.5 OJd� r � � 3 /Zlr_K I 2c�noPIS O_ .b13 7,5,x x � �z8 P�Zva IL � t+ 41,y 9 00 Z NSG /f cue. L/A.AS S / ti w M75 --- ZSo (IZs) xS. S+ i 50 (/s�rd)e leo 4125 µl25 Nft -2 1; /5X l 9 y.2 I �i - . �?•� _ 22.0— SC) A41c fw• /S v f�G -i S'• � � �'/r r M • gtxz2 69 12,o !r" INX /I --('I`f`lf/Y 'ft r /�s • ? yo. D /Ud~ /, 33yAyucx/x7/xyOlt � r ...may /�OOTiNr - /6'K y5 Pelt . 7&0 3 2 er 2 y7.011,-7 �"�'^ /� ..��'•i �6 GG>X10 d <S,0 7) H i P Oce 4L 5.7 N 09 13M • 2. 5 ~ (sl(.-� 6 ) CP Ito up , c I�Sf� v �5 2,7 i_1 ��� ooP 9Sw5Y vs ` b7 woof! 7. S`ir��7e, ` .Z.Q +°ir IR it rY p 1� f n '-.� .c� r-i • 2.S X/,S� �.L tic 3� � �O � �i-+� 7. 2 ay."7/ 4" m /f/ - 5-,#y s /.o �ox��kxf�'ti I3 :� Alk �L fh1/ T'&le- r CJG,1��F T` o.T' 5 o 3 �r 7-7C, 56� i �R /L 2 Yv r I i )^M 260 P.Si pr A GM x &-X/Sr S[. �' 1�i,r T PL-A,"/rAcrL d13M 4" Am - PO,rsi x 0. 1-7 fT x 710x 3 = �, r s M1 wxyG�` 1?,6w 8 f960 LIVE. LGrho 0K e'J'o , I' I!� I i I ' O P'S A L^alp d p a no LE ? •, SS A x L7 'l N'r/?N NES/ /�DPir� eN/ .lam Pus/,�.,✓c � � csr i.J A-t-c / C 0 N v/T/��r ► L,✓J u[ v /� G� S A-?"Ar drt- f 7�i ����k j3 �//Gu/Nr A Ftp �►�,�'�! R�nF t.; tu(-o Nn? rr l�1Vr«` pl Je Ae. c'crw57►�y6i/o�./ eJ p s � �4aR� 1�S �0•.27�a1 �z y- oil 3 „Set 2Twq. 7 ��. Zq 7 ToFp Vol 'If 3/9-50 If-*I PCsolo 12 8 y SEt.IG HENSLEELIEU EIN LRRAS lelUML Arcllitc0s and Planners 213 my Ash Sheet,Portlaml,OreQnn 97204 DATE- roe no Telephone (503)224-017.3 27 Oct. 1981 ATTtnTlor+ Building Official_ _ P.E. Addition at Tigard High School To J--Ti g�l.rd Hall __ ---- ---- -- GENTLEMEN: -- WE ARE SENDING YOU ❑ Attached LJ Under separate cover via .._ the following items: ❑ Shop drawiags ❑ Prints 1 1 Plans I I Samples I I Specific cions ❑ Copy of letter ❑ Change order - COPIES DATE NO. DESCRIPTION 3 Specifications #819,10 3 Drawings #8,9,10 1 Check No. 3816 in the amount of $711.30 for Plan Check Fees 1 Soils and Foundation Investigation Code Check U.B.C. 179 THESE: ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit— --copies for approval U For your use ❑ Approved as noted ❑ Submit--- ._.-copies for distribution ❑ As requested E7 Returned for corrections ❑ Return-___corrected prints ❑ For review and comment F-I ❑ FOR BIDS DUE 19_ _ f 1 PRINTS RETURNED AFTER LOAN TO US RLMARKS_ -- Structural Cal;ula 0rs to follow.___. (Hwad ___----- coPY To__-- Jan Mi to ----- SIGNED: C C. E. Selig I onM a.a 3 AV40"kaleoMn,most.01410 It enclosures are not as noted, kindly notify us at one*. SELIG HLNSLEE Arrltih'CtS (71111 1'1171111 l-S -1 It tif Airth md -401,3 P .E . ADDITION AT TIGARD HIGH SCHOOL cc: John Dullanty Code Check U.B.C. ' 79 Occupancy A-2. 1 Fire Zone III 14 October 1981 - Meeting Persons Present: Chuck Selig, Ed Walden, Gene Birchall , Jim Kenworthy, Don Ashton By: Don Ashton Types of construction considered under A-2. Existing building classified as Type 4 H.T. New addition designed as Type 3 one hour 1 Type 4 NT allows 13,500 s. f. Type 3 one hour allows 13,500 s . f. Separation on three side 100, increase allowable = 27,000 s. f. Existing Gym 112 x 112. = 12,544 s .f. ok for Type 4 HT New Addition 112 x 60 = 6,72j s.f. 19,267 s. f. 19,264 s. f. is ok for either type 4 HT and III one hou- U.B.C. 1701 paragraph starting with "No building . . . arid paragraph starting "Portions of building . . . This states " . . . the area of the entire building shall not exceed the least area permitted for the types of construction involved. " Therefore, 19,264 is less than 27,000 allowable. Group A - Sec. 602b - Special Provision Exit light fixture - exception in 3312 at main entrance. Code requires exit signs lighted by some means. Exit lights lighted by room lights on emergency circuits. Exit while under construction agreed to remove two doors between existing locker rooms to provide two exit paths. To be installed when new exits are cc;iipleted and useable. No fire sensors required. Fire alarm system to be extended for existing. Two break glass stations required. Fire extinguishers -- Three required. Location agreed to on plan. 2A 10 BC Fire damper with system shown not required. Access panels to all attic spaces to be provided. ( 11ARI l S I S1 I K,AIA JOHN L HENSLEF AIA END