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PUBLIC WORKS DEP By DILA! 4:2 � ` fli H ;) -; %� � * ' , '^1 Ei`i, CITY BUSINESS LICENSE BUILDING DEPT. _ • rd� ..z., _______:s„4!) - .39 _ _^ _ AtIJ ALL NECESSARY CITY PERMITS PRIOR 9- R- -Date :AIL-- PI <4 1 , •- TUA7�ATIN RURAL 7F 11tE UPI . / Z5_ � TO PERFORMING SERVICES. - APPROVFD FOB COV TT iCTI0 CITY OF TIGA a 7/ 4/1414i1 #44111:39 _ --- , PERI[:T ADDLESSBuilding must be complete ___.DATZ---- -. Faeeordiny to city codes andBY_ _ LEfinal inspection madebeforeofititH1 ... L_______ „mi._ ...._____ acuPerCYC - ,A h. , Ng, I. 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It L t ! ► 1P L I M [IIII i� 11411111111111111111111111111111111111111111111111111111111111111M1111 iii �� I ilii�iiilii�iiiiil .�iiiiliiiiii iiiilii i iii i�ilii ii i � iiiliiiii�iiii�iiiiili�iiiiiil�iii iiil. i iiia ii i i�ilii ii,r iiiiiliii iiil i iiiil � i� �� li i ii iii I i ii�iii ii�iiilii a II MAY 17 . , , r Q-7 • . ye SPEC I FICAI IONS k YIr.� - �-� - V GIS NERAL • r IN fERIOR / 1 . These notes are general in nature and are intended to :met minimum standard. .. Areas will be constructed as follows: GE _.,_ /� I ) T SFCIiC/- TiOKJSL) for construction. The drawings shall govern over the general notes to the extent 1 . F=ire extinguishers meet NEPA Pamphlet No. 10. 'v �-"� l� +\./ 1S5- shown. ' • s 2. Interior partitions const. as per UBC'' sec . 2518 6(f) - -� . The contractor shall verify alt dimensions and conditions on different drawings + a . Interior partitions fire blocking installed as per UBC' (1) and in field andnotify the design agency of any discrepancies before proceeding.. sec . 2517 7(f) 2. ��G G 1J F- �.tJ G Y r=---F- I ES , 3. Inspection and/or job supervision is not provided by this design agency unless 4. Draft stops installed as per UBC; sec. 2517 7(e). COK) 57" rz. JC7- 1 O► J '1Z• KJ specifically provided by other contract. 5. Interior finish meets UBC* sec . 4203 3 and 4204 table 42-B. ! . Contractor to provide all nc cesssry temporary support for walls and floors 6. Exit doors installed and operate as per UBC' sec. a303 (c). _-E-S IG 1.., C Z• 1 T C 21 A : 1 prior to completion of vertical and lateral aystems. 7. Corridor doors installed as per UBC' sec. 3304 (h). J r r IP 7 -a- (`p P t . 8. Corridors protected as per UBC' sec. 3304 (g). rs 00 / v i 1.,-) \' FOUNDATIONS (Design Soil Pressure 1500 PSF) r 9. Electrical installed as per NFPA manual No. 70-1975. L. CC�2 L-DAO G C At 4 2. 0n� 1 . All footings to bear on firm undisturbed soil. 10. Mechanical installed as per 1973 Uniform Mechanical Code. Z COF I_ CA 2.5PSF + DZIF-T'G `` Notify design agency for inspection and approval of sub-grade ' P / t soil conditions prior to pouring footings . 1 \\JI ►�1C� '.- OA `: ;,O SF �� ff) 2. Do not excavate closer than a 1'.S1 slope below footings . i '`Uniform Building Code, 1973 Edition,as corrected and adopted SL-' ,ISMIC Z L) E 2 by the State of Oregon. Al-I-C\\�. SOI+.- R2CSSufZE OF 1.;"- Z 0 14Si= l 5►LT� 111 CONCRETE 1 • I ) COLT fLACT'OrZ. TO \IC2+ F Y 0 CGIJIR,M ALL CaIMEIJSICti S f.- GO1.,L7ITI OtJS F'2+OR TO c_oIJST. • () I . A11 concrete shall develop a min. 28-day compressive cylinder strength ,, • of 2500 PSI . i '` STEEL FRAMING f) FeG7Z-IIJGS TO CZ.EST Cats.) Fi2►� NAT'U2AL.. J►,)DIST JZL3� C '� SOI '_. AT I_�AST Imo ' r�`tLC� r=1►.�a`. CfZApE 2. Place and cure all concrete per ACI 318-71 , latest edition standards . N1 . All steel studs shall he 18 gauge x 3�. inch wide galvanized a. Minimum cement content to be 4' sacks/yd. (except slabs on grade to be 5 sacks/ steel studs. Screws attach to metal runner tracks. S) COIJG2Es' E TO aE T 'C. 2 SO C t"'S' E.'. 'ZS {SAYS Cj- ) ) 021 -r-n co.APL ; \v/ AGI 3+ 4. ?,- ,o(4. ✓ yd .) Max. slump 4" . FINISHESi ) rZE11JF=O2-C.I►JG Ca r?..E ASTf•-i GRACE .40 L.i11JIt-Auld LAPS C SPLIcEc 'marl- AlGSECTION 450S kC 1 . Provide 5/6 inch ASTM C-26, Type "X" gypsum wallboard; CONCRE TE BLOCK water resistant type in toilet rooms . Attach to framing by self- S) M CRT AR_ TO EE 7"7 P c S " �'e rZ J G ASSv M '!..'D .� = 13 SO PSI e Z o DAY S 1 . Block hollow units by Empire Building Material Company, or approved, � tapping screws of type and spacing recommended by manufacturer's No. 800 SP Rockface concrete masonry units, ASTM C90-70 expanded shale 1-hour fire-rated construction. Include all accessories required (o) MqICI�3R TO '` F. AGGO►�PLtS1-+F_G TO S1-Rv�,TU2Al. CLAY �tZO1> 'Cr S IFJSTIT'J-E ,, Z A GUMM "L►JGA"r10►J S t aggregate. Linear shrinkage not t o exceed 0.035, moisture content to not exceed • for a complete system. ` _ - +0�6 of total absorption. 2. S,C.rf I. TtECH r". uLLrET ' u COT \uEAT -1CR 0.501.1 rt v CoQs--'zvC.T10U %a d $ 1A ' IES To aG CODE cement, max. parts of hydrated Painting: 'r' I T L C 4 D CIF Z O C T Li 2. Mortar - Type S/per latest UBC. 1 part I a. Walls & GWB ceilings: �**Rove C7AL-U fr 3C Adl-C O \\J THS , 11� a cr.- 'THE \\ EC,,. CF TRI I�TAR.,�' �J11+T5 lime and 3 max. parts sand. 1 coat latex primer. 3 . Bond beams - W/2 #5 bars horizontally at 4'-O" o.c. and top of walls . 1 coat latex (flat finish). "1) ALL w1(, , 5T1; C .EL "© ba A ba 4. - 54, ; 0 'S 3 .:,-s ASTV A - CS JII F1_ASE- UG,'S DO\\J►JSPOVTS arc 2 .6,6,.o . sass) 4. Walls - 1 - #5 Kars vert. aa 4'-O" o.c . and all corners, and 2 #5 bars •in bond beam@ �'+ t.�All._.S 4'-0" o.c . and at top of all walls, typical . 6 . Trim: ` r 1 coat stain. � TMJ � COMMCI _) OZ GAI_,\/ •?�Ox � VO 3R' gra dCk uA11..S ALLC\vE 5. Grout fell all cells with embedded items . 2 coats catalyzed lacquer (gloss as selected). 6. Dampproof with heavybodied non-fibrated bituminous dampproofing all q) ,,.c.) ..1 PbaR- G,2AtE5: ��• TUT.�S ,�. # 4 (2-.7-_ 7_-_, F } c . Metal doors (faces and edges) and other metals except fxiwe. concrete block walls below grade. 75 to 100 SF per gallon first coat, 125 SF: 2 coats exterior alkyd resin oil-modified finish paint, semi- .101675 ' '"Z 4 r3TfZ TSF M.xC AS JOE r Mi per gallon second coat. i gloss . 7. All groat for °routed voids shall comply with all provisions for 3000 PSI i C��Ai'IS : *� I l F r concrete with a maximum aggregate sire of 'o" . d. Wood doors (faces & edges): 1 sealer/stain coat. s'OSTac: 0, 1 C7 F r t` p 2 3 coats catalyzed lacquer (gloss as selected). pLATCS' IF 3 l R•TS� pr.= N REINFORCING STEEL �� 3. Suspended ceiling system to be cold-rolled steel, T-bar type, MISG 't2 4 WrR. ID t° tJ 1 . All reinforcing steel to be A-615 g^ade 40. Welded wire mesh to be A-185. electro-galvanized and factory (' u) igi 2 • g painted. Include all main runners , LAMS : 'fib = 24cC PS( Vv In . IGS P31 •Iut Te'AL \�•/L■.XT. GLuR (STLAIG HT Pace all reinforcing per ACI codes and standards. and cross runners, wall molding, hold down clips, and all other 3. Lap all continuous bars 30 diam-lets minimum. accessories required for a complete system. Acoustical panels O 4. Double bars in walls around openings.. Provide corner bars 2'-O" x 2'-0" k to) �4 LL \\)Oc)D �J PE fLMA IJ eQ7 COL 1- ACT \\J +T�-1 M AS O N R.-�' 02 COLIC fZ.ET T<-�' . PfZS= SSufL.E <4 (� to be 24 inch x 48 inch x 5/6 inch square edge lay-in tile similar A to match horizontal reinforcing at all corners and wall intersections. Provide I to Armstrong Cork Company's "Travertone Fissured Design" tile. T 2E.A7- mQ PEtL 4.ST1-, D - I1GsC) , dowels for footing to match vertical wall reinforcing. I • s. Install 2 #5 bars continuous in all footings . 0 'i GENERAL FIRE RESISTIVC NOTES i) ALL_ s'�.�' \\.) OOfi S+4EAZ' 11+ C )C, TO Sa = 'TI^11 C`..jM S s, -!C\VtJ 4. 3E- APA STAUD ACLC \\)17k-•1 ffXr �uR U + 1 . Fire stops , blocking or framing members pierced for (_ _ WOOD utility runs require packing to equal fire resistance 12) C0�� 'G C u - (J ) ���=N 5 .'CO2-'V � GI SP2:c F" • CAT10(V q 2Q \\.l M CCL 4. SS �) C� iJA1ZAFJTEEACiIi-E Li U D 1 . All lumber species and grades to be as follows: prior •to such piercing. Wood frame construction requires ,w�// 4 0 a. Joists, seams and stringers - Douglas Fir No. !I fire stopping of both vertical and horizontal draft FOrZ i Yre-S ('_� r✓ ° N openings at mazimum intervals of 10 feet . q fJ o 6" nom. beam; and stringers - Douglas Fir No. 1 e- -- 2. All exit doors are to be easily openable from the insid. 13) 2�STZOOHt FIN16�-1 �5- FLOOR - Gam `VXOf2- 'SEA�►,.,ES_� VIfJ� I_ `> b. Bucks, blockings, bridges and misc . - Douglas it or Hem. Fir No. 3 without a key , special Knowledge or effort. c . Studs - Douglas Fir "Studs" 3. Beating , air conditioning and similar service equip- , 3ASE. - Ca" TOP SST CGvC Z.UPyt3E'Z Itv 1�C1..�G,T1-+ S O� 3' c Mo2E� n < 0 d . Sills, sleepers, plates & nailing blocks, embedded in concrete - Pressure .. II ment are required to be approved and listed by a nation- I \vA1_L-s -� LO` .)E.7- q 1- O" ) `21 c"`1A'•t' S Zoc)DA ‘‘2CFL1►JT GLASS et`.)AMEL `. �� �GA►--/COA'r ( j l gi ?., Treated Douglas Fir 11 ally recognized testing agency , such as U. L. Inc. , and 0ti \\J,2., Cly' ro �V (Hn (� 4 e. Glu-laminated beams - f2400 Industrial C,rade to be installed in compliance with said agency ' s speci- .. U 2 . All joist or beams framing into (not bearing on) beams , headers or girders fications and recognized safe practices. The installa- \\JAI,I`r�•( U "'AE2J CZ.) GOATS 20DDA =Of}aS/�.L+T 1= - SIS�� --�IGI•-I GLOSS "DCNAHEL _ LV U 0 •� shall be supported with "U" type "Simpson" or equal joist or beam hangers . All tion of ventilation systems is required to be in sub- �. W O F stantial conformity with the 1973 Mechanical Safety `. .5 -'--C::) � GaL�COo.�" f- Q post beam and post footing connections to be made with "Simpson" post cap and Code. w0D post base. 4 . 11.S .M.E. approved pressure relief valves are te- Cr� L - 5 '� � E �� J '�'' R- WALLS i Li t.D -" V) 3. Block solid between joist and rafters at bearing walls, crc.,sbridge at 8'-0" quired for all hot water heaters; installed either in a 141 GLA � !J Z G, -1-0 C, OIJFQ2fr1 TCS 1 CC. --AA ,P"'"3 L . P'-" �`+ '"AZ,LES 54 A - 54 1..• r L ALL EGLAZ +IV C, ` ExC CP-- ;nax. o.c . sepatate water tank port or a port for the hot water l 4. All glued laminated members shall be notched, shaped and finished in �,-ITE..3 \\,J/ 5'L•i_ a. = Q" 02 M02F ) 1-O SE TEM �� 2e.C, GL.,ASS, \\IIJrJO\�)S TO 3� --i= HT' I'E2Ep GLASS line. Shutoff valves may not be located between a accordance with plans. f=abricator• shall coordinate connection details with water tank and relief valve. • f ..'L.'L.ESS '-'Q-CT EG ter 5Y GoOT SPF' TZ.oVM[D 3A2R'ER- rnanufacturer or fabricated connectors . i 5. The crawl space access shall have an unobstructed . • opening of not less than 18" x 24" . 1 i) SUS1-E YOF tD GE1L 11JCa O 3 E 4- t L ECZ '1-L-- v.C ONJS"r 1 GAL_ \v/ A. FL AMS SS" RMAZ f� AT1J C 1OP: Zs (-'UPPrj2TF STRUCTURAL STEEL , .0 I Z \V 12F_5 � d'- O O/G E\\J t �" ''.. E� ',�" N� O� LIG i-;T "'I X T U 2E S 1 . .411 steel shall be ASTM A-36 detailed, fabricated and erected in accordance with AISC Manual, Seventh Edition. _t 16) .• STRUCTURAL PLYWOOD SHEATHING 1 . All structural sheathing shall be douglas fir plywood of Structural III C-C j E, Lerior or Standard Sheathing, manufactured in accordance with United States • 1 . Commercial Standards PSI-74. 2 . Structural plywood sheathing shall he installed as required on nailing schedule , y CO on plans and details, and in specifications. i H 0 ON DOORS • r/1) 1 . h l l doors shall be as shown on drawings unless otherwise noted . Wood doors Vll'f--.73. �I shall conform to NWMA "Industry Std . for Flush Doors" No. I .S. '� 73. F +°flow 4�oec -4ArJICAI... �� SEPI�2TE Ac'ecz_ 1!`T- . -oec \- \/E1JT ' L Tp +�QE -a OV' :% C�!� F2!: ' S +-r AIrZ U /CCGPA►.T' Z } 11' metal doors and frames shall conform to "Technical Data Series ;DI 100" of "'OIL Er z-i --c HAVe Ci Al-z.. Ci -IAt.)G,es /N(Z \\.) 170-iA 1`At"-) Pilu the Steel Door Institute. C �Era 47\QC OFF ""1�E `''&--' r S4\J' TCt-• 4_ 133E v TEc 0c3rsIVE 2 0Pii _ • E.LECTZ+C, l•., C3!-' �t=,P tZ_ATff- ot�2MlT', 00 1-3 0 W .�`)- PLLb-4c50..)6 f3Y dCPF-� '`\TE '=►= 2M1T, U) \f W MECHANICAL V1 0 �J 1 . By separate permit ) i INSULATION 11 1 . Stud walls: 3'a" R-11 foil-back fiberglas . / I.- 2 . Ceilings: 6" R-19 foil-hack fiberglas . • Ilii CODES AND SI ANDARDS I! 44 ti) c 1 . All work shall he in strict compliance with the following codes (latest editions): a . State and Local Codes (Verify with 1_ocal Building Oficial) 1 H r ( b. Uniform Building Code 1O 4 U c AC1, AISC , and NOS Codes I i 4 i -.- I ,i // .„... .-------1._...-7 . �`1 Ili y I ,-,..� M 1 !YON rICC11AY-•COPY C•M?IA . .Yii�Rr "+.may.. . - 1 . 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