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13473 SW PACIFIC HIGHWAY-1 M � . N. �/11� ��Y�� r�1 � , 1 .111 ►IE�� ilil'ill .icr., 16to Ing at the underside of the�,.,of sl at" pr.ovided in Exception No. 2 of Item No. 3 of Sect, n 505 (d11, wood shakes or ` 1. at east-we,t w,, wood shingles would be permitted as f covering, provided the A^ kwo- our wall( m4uirements for roof covering and fire-resistive construction as WMI -Iwalls A aww r, specified elsewhere in the code are met. how far should the protection extend along mese wall. ' Unless the provisiolts of Section 3202 (b) require the installation 3. Are there any it kw"on placing of openings along cif a Hoof covering qualifying as a fire-retardant roof covering under AorC to fhetvro_hourwall+ �, walls the provisions of Chapter 32, the installation of wood shingles or ) shakes as shown in the figure WOLlld be permissible. As an a(khtional comment regarding the construction adjacent to the Mo-hour area separation wall, even though a particular horizontal fire-resistive assembly may have been tested with a Section 505 (e) states that portions of buildings wbw, particular top side protection (for example a double layer of Am are separated by area se aration walls may be c plywloodX Section 43 d woul,1llo�,r the-roof side protection to p y. °"�"�� ba>' omitted wh re ur)�I e space occurs above. Since a r661- ierQd as separate buildings. Based on this statement, �t is our car • -- ----. ion that area separation walls should have a length suflir_Icwt norm unusa le s ce (roo , etc., e;ly,,pted), there wavild hem specific requirements ensure that the portions will, In fact, function as separate builcbr%;, pec eqrements re�acdiog thexalagruction of the in the pvrnt of fire. +urface (as regulated oy the"fire-resistive r ui-ements.) foru p poses of further discussion, we have provldM a serlie. sketches on which we have provided grid lines for reference, In our opinion, if the area separation wall on line 2 (see FI" No. 1� extends only between lines B and C, a reasonable phv•ical barrier for purposes of preventing the lateral spread of fire bet`s•+ IN. 1. 5 -Cr MN01 M,000SH LES OR portions of the building sro'uld, most likely, not he provided. T, help prevent the possibi!o y cf fire's sweeping around the ends ,)I I the area separation wale, ? le wall should be extended Lx-sand line, B and C. In order to determine how far the wall should tk-. �xtcncl�, SHEATHING and with what fire rating, we would suggest that prolwr;y line% h assumed between the two portions of the building This would r. ONE-HOU E. SISTIVE consistent with the provisions of Section 504 (c), whtc�h addresw ATTIC ROOF-CE) MBLY the subject of buildings on the same property. D Since your letter did not describe a specific building, %%e 3.2X WOOD BLOCx assume certain conditions for purposes of discwslon. Ple,aw rcn.* EILNG to Figure No. 2. Table No. S-A requires that exterior \calls less tl►a , 20 feet from a property line be of at !ea%t one hots tona►ucY•+ ,�� with no openings allowed less than 5 feet and protected opt., less than 10 feet. If it is desired that the wall along line B ~ TWO-HOUR FIRE-RESISTIVE nonrated construction with unprotected openings, then dime ,", WALL ASSEMBLY (1) should be assumed to be 20 feet. If it Is alio desired that the +nit+ on line 2 between lines C_' and D be n0nratt'(1 construcknon h,r,N unprotected openings, then dimension 12) should ,also be 0 lev 4.2x WOOD OR 2.2x WOOD Since the assumed property IiI nes may be located anywht-re, diet+ N COMBINATION WITH FIRE RESISTIVE MATERIALS are an almost unlimited number of possible solutions to ,any gk1n i FLo problem. As an example, please refer to Figure No, J. It should be remembered that area separation walls are permrtm to have openings, so although the examples Indica; Build wak) openings complying with Section 505 td? 1 mal tk- piuvlcpd through the area separation will PWVkAE C .At. S!�MA.r K�►.waa, \'J I Q . A problem has arisen in our jurisdiction concerning the requirements for construction of a two-hour area cepa- ration :all. The following diagram depicts the typical situation: FIGURE NOL 7 Ever"" 1) UNC!N!lAOML=OUT C i x- ; : « wilts. ... �• ,�� _ ..... � ,.. yy�/l1r:. - ,. ,, .... - .. ,.... w...Il�l�r, �Y`•A-..'-&wo�9�M+�a'.--..nu - _ -�. .�. r_._ � 1 1 1 1► S I 1 1 1 1 1 1 1 1 1 I t l 1 ' I I I ' 1 1 1 i �1 ii i 1 I t 1 I Ii I I I if 1 I I I I I I I 1 I 1 I l 1 1I I 1 ! 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SZ 0Z EZ 22 IZ OZ 61 91 LI 91 SI bl EI ZI 11 01 6 8 L 9 5 b E 2 I3lux" MAY�r11�111111111I111111111I1111111uI1111{11111111111111111{illyllN�N�1�1�11�1,111l,1�1.111�IlIILll1i,1,�,,�Ij111111I11�1�ll��Il!l�llU{Illy!_Ill�ll1��111I�J1.L�fill`ifl?i�llll�lllJlllll�lllllllli�lU1�1111,I1111�IIIl��ul,�jW�IU 111{Ilil�llll�J��ull�Ulllllll�U.LI�IiL1IlUI�IIUIIIl1 1990 21 ; anrale:":. ,. �- J Ou"Asu[ •,�...-�.e �.., '�""iw'r.:�i�.,,..+ -now—. rl' ',_.'4,,. APnvr:.., ,..-w,.-.in.,µ ..a.',..uWr -,.:,+v.;t:`VR.'„p4•k,�{5'M1uk!M1•WlW1WK,�'AN #k _ - j'�. ' .r"�"'_-. ..- ....--.n:..i.nNLL•vewi,Yt W11/5 ' u _ -. _.., -svwM+. N COiuNE GT 'To E x 1 r-r F NIH IE 221.2'x\ \ is I O ICY --� ' _ ''1'f..�, ,�iag� �I�tlO /vi�w►.'�' 1� ;� 'r 7 x+�� ' � � L� --- - .._....._ 0 L F G ' 15-d L F 8 . 7� Lam.,F- I 10' PVG � Lam. `- 1 �r G• ver __.t�V �_ 1.40 % I3 �/G I % ` 1 12 !g 1 Q 5 % Q �? ap I,8 `/o .J ;� E'_228'4! M1� C • � i A. ,N �� fk yx 5��, y ` r +Y , pyx”' '•'£� x? ��V ar+�t �� j � y.. YY`�'� Isi'' x x iim t ,\ £tkY tx a•? .p ti x S. i1 T40 w r r : I ,x, � ... I I .. i • I • GPS � •� �° I �, Q I d x iii 1 ; 3 10ir ' l IL x ; i to :6 `Y / '�• .I TAV E X I n:'f- �ot>P 1Awy W1 too cp. "IOJcdblg raw IGn L 4"SVG I • ` =�/�' :�.%arc X IST F.N. i ! .1. 11I11/�111I,¢111111�111I1 A�III I�II1111111I111 111III1 IIIIIII IIIII�1 IIIIIII I�II111 IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 0111111 1111111 111, 111 411I111I1111i1' 111I111I111I111 I . i I I I I I I � I I I ,I NOTE: IF THIS M ICROP LMED ? 4 5 6 7 8 9 _ I 0 I I I z DRAWING IS LESS CLEAR THAN —�a TH?S NOTICE, IT IS DUE TO T14E QUALITY OF THE ORIGINAL. DRAWING. -------- 0% 62 82 LZ 92 S12 vZ EZ ZZ 12 02 61 811 LI 91 5 1 b I E I Z I I I 011 6 �9� L 9 S`..--1 .... E Z I"•"" £�IIIl111IlulluUlnnlnululllnUllUF4ts11II11111111I1111INIlIU11I111JIllj{II)11 )IIIII111111J,Ij�II(Jill III III whilIIIIUIIIUIIIII Itill I11ftI1111IU1_►III11I1111IIIIIIIIIIIIIIIIIIIIIII11IIiIIlU11IlUIIIlIl�111��I111 flilllll lu�llllllllIIIl111UL111�1IlLUIIIIlIII1111ll1I1111 MAY 21 1990 -moo a - - ..r.._.-+Yw. na..._z,... ..•r " . , _ _ V.._.-.._-..,,4ia„�_ _-........_._..--.-.►— .. � ^—'+.1�;r-.� ..�r�.+� -•4.«r-,. -•-.�s•-r•�.'•--.a�w+�a!sw,� r. ' � .. a�, � ��,."Y� .. k<lk.�;,;n :,:��an�y*. ,,.�.r.'r:!'•�'::�AP2AI,d wi�lna,!'.:,;'-w.,3A44"�x'I6i{d�F .lrexa27-.4i'YRt�M^F:Yrw r+�.�' It 1 - ---- - --- .�w...rr...+++-w-.....+.....w..............�.+_w...... - - — - ,.,.....W...,.....�....,...+..e.,...._.-..,._,..,.�-..._.-,._.„._..�.......... .r-�v+�..+,.._...................,w.wr+.�.,..,...e�.._.....�....«...�r�.....w+.........r...............a-.........,........_..,............-._.,...._...-_,�.................+-. .•_...w...,._.�... r�.,..�.........+..._........._,....................._... +.�.-.�... 1 i SP-1 5171. 11111' L :'L'I.CI LF:ynC'? A-1 ACt & GENL!vhly,, 141M L; A-2 pj_kv P PLANS - BLLk;S A,R,E r F 6 G 111111111 Jill �w•..R� r A-3 FUfbk PLR:S - 13LDGS C 6 A A �/��k' / • ��<;) � __._._. ....1_.__._..._�__._.._.�-.--- _.._ . ..__ _____.__.____ � �.. � - -- - ----.�---.-.!-•.-----.. A 4 1+7AIrAC7.R 5 RESIDENCE PLAt/IIS .RI OR �AZ1C1ty Y 0 A-5 R00+' PLANS r' �V1 r 0 A-f ST.']wI NG EUNX I ON'S BLDG G i -- ----- ---.---- ---- --- - •,.' ♦ � A-7 5FvT 10ty,:� b Dh'I'AI LS _ -4- T 11 } r T I A-8 SWrIONS b DETAILS 00 _ -- - - -+ - S-1 FUIINDA^iOn' PIANS M n y .- S-1 RCX)F FILL.I.Ka PLANS -T I _� , T . _ _ �� r 1 T T 1. 1 �_ �. �_. a ,.. t__ . _. . f 1 _1. T �.._i _1 . - �T S-3 FOUNDATION SEK'I'IC IS b DETAILS _ - -J S-4 ROOF FRAMING DETAIIS a ,� sew .J7P” er C-1 GWING PLAN +r C-2 UTILITY PIAN � E-1 h.�,.EX„TRICAI, %4 O%� S `' F rty�L/ aVi� L� �� n`' E-2 ELECTRICAL ---- 10�. ?' r ` �+` _ 'y �`3 �' (`O �/ '��O �`� / L-1 LANDck YF PIAN t 1 � .. \\ •.t '� \��i' Cis 4 �� '� .. � { 7'� , ( � rr� / �!� �, .:;�N l �1 � •--a-_-«-. 1 `�Z. �y 3 APPROVED FOR CONSTRUCTION L W tr, ,o `4 �S y7 7 CITY OF TIGARD PERMIT N&'78 SITE ADDRESS�3y2r .; � BY �� a TITLE 814 V_ DATE-11L/ lf' / (�,� cz � ��J . a) PROJECT SUMMARY M TARGET INA ITEMS_ PREU _ --- --- --_. DATE - �� SF HALLWAYSrwo �= SF APARTMENT %Y7 _---- �\ it i,•i� / 2 � �t._. NO BUIL 0 I N G S - ,,, N 0 S T 0 R Y S SF GROSS LAND -T SF DEDICATIONS __- .� RV SPACES _ -- --- --_ _ r Ile LL ,�.. r,< �� 5X5 I N r ` ' itiQtP� tfr- 5 X 10 _---__ Ca O ♦ 10 X 7.5 10X10 10 X 15 % - 4� Q� Prr..All _ \,� 10 X 2 0 78 �•, ..� . 50400L N - 0 � W ? '�, t '� 10 X 2 5 10 ? / -- __ IL � . _1 � 1� { >JJ (3 �I v F• •._ �' 1 ,� Ne i,� �� (, \` , N 0 IVI I S C SPACES 3 Ir , F M15C SPACES �� TOT STORAGE SP 583 �16 N A +) V�, ! __ _ -- ) F- WAREHOUSE ---- "'� SF OFFICE -� -,- {.hc SF NET REN1 ABLE 6,2031 1 4 \ SF GRD55 BUILD Co9 ,0o& W I .3�_� 3 - ,1 -. ,- * �►-- ,�,; j S F LAND TO SELL : - 7 " c. SF T I'LTUP WALL �• APPROVED 84: �W '4' -L P " E C A S T WALL _ W Z40 40 SF LANDSCAPING - -- 1; 11v 0 0Z3 3 V ,� - � GF. .2 0 / Pu �o I I IECtGp J _, FIRE SPRINKLER �a _ s��E T N U M K E Frt7t , �' a�•; ' E 2r'3 3. 1+ h ;•z 0 Ate ��/ cr�1 �VP.Wc1 Ot S --_.�' — _-__ - � t )� a'^ ;a P �� c�'�, / ' oP �i . • L F C 0 L U Irl N S 1 �� ,� td '• -� Pe �` �� ' i�� rc PI.ANtY1;+tLi J1 ,: %,� V 1 G� � O T Y M A r S F 2ND F L-0 0 R-- � O F SHF E 15 0,4.;, // ,. J<.�i i-�- C, —.--. ,_._ ._.__.._ F 3 R O FLOOR O. 0 E' DRAWN() N i —110, F OTHER _ R .. i r f III 'It? REORpEp NO ,00e.l� low- " 1 11��1► 111 1i 111,11 1 ill 111I1111111I111 111I111I111'III 111II�1�IIII III 111I11111111111 111I111I111111t 111I11fI111I11�1111I111I111�IIII1t1I11[,IIII111 h 1iI111I111II11�111I1t1I111'ill till { � fr - NOTE: IF THIS MICROFILMED �.---:.. ( 2 3 - _...4 5 12 k DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. QE EiZ 82 LZ 9Z SZ v £Z z ? 1Z 0?, 61 91 LI 91 SI bl £I ZI 11 01 d -9'-•..1---•1 I---'1-.•-9I--11',' SI- --bl EI-- Z ,Hi�nu1,.n�in111u1�nuhnl�nn111u�1Ini1111I1111�I111I11t1�1111�IN1�1111�11i1�1111�1111IlUlIt,1.ttllWllllllll!I�11lt�111tI11tlI1i11�1111I!►IIII►ytllil►I1111I1fitlitltlllUllllIllllilillll1111IGIu11l1II111�1LfJ1JJlIlil11tt11111111W�uulllllll�IlWt;i1�111II111t�1111I11llIlU1Il111I11N y T T r T F T r w y MAY 21 �' 19 0 �+ _..._.-.. _. __ .__.. _-..__..._ ....--__.,,,,,,,r,_--. -._._...___�_. -_ ._fie......._,..- ,_...._•__. __.__�•r-wrr.�-. -"._..-__•�,�r,,.:..__._.__.__... ., __•__. --- - ----- .w.w - --►.____+ ...-..-,_. _�_ ..._..._._.. ...�.� . -,. - •W..,..- .._.... .�,.,,�._. .... .. , ..'+Ma►•--- _.._...�_ _. - --- .- �•.H.'fr - - .. ... __. .. GENLR& NOTES 1 All construction shall conform to the 198, edition of the Uniform Building Code and latest editions of the Uniform Mechanical Code, Uniform Plumbing Code, and National Electrical Code. 2. Gypsurn board shall conform to Chapters 42 and 47 of the 198' U.B.C. 3 All walls and coiling finishes shall have a flame spread classification of III per Chapter 42 of the 198 , U.E .C. 4. All mansard and overhangs to have draft stops In attic. The area A between draft stop- to be 3000 s t maximum. 5. Friclosed attics lind enclosed rafter spaces shall be cross 15 vent;lated, The ventilating area sho!l be at least 1/150 of the T- of the attic or Hefter space area. 6. Interior walls designated 2 hour firewall shall have 2 layers of 5/8" Type Y gypsum wail board on all inside faces. Bass layer BLDG, G vertical with 6d cooler nails rt 9" o.c, Face layer with 8d cooler nails at 7" o.c. Increants! nail length by ply thickness when gypsum wall bocird Is installed over plywood. 7 Contractor shall instill 5/80 Type Y gypsum wall board with taped joints nailed to the underside of roof joists and covering all supporting elements each side of al; Interior 2 hour 0 00 ,I I I firewalls. Block all edges. Iwo `n ern in a Gypsum board shall extend 5' minimum each side of wall and 0 0 cover supporting elements where framing is parallel to the wall. U-) UJ Z b. Gypsum boerd shall extend the entire span of the framing and W Z 1: Z -7 Z Z f I cover supporting elements whore such framing Is perpendicular U \ / —_--- — --- _ — — to the wall. W < cn / \ / / -- — BUILDING CLASSIFICATION DATA 0 LAJ (r 7: U 1 0 U 8. Exterior walls designated 1 11our firewall shall: have 1 layer of 5/8" Type Y gypsum wail board installed on ITEM Building the Inside and outside face of the wall with 6d cooler A B C E F G nails at 7" o.c. Block all edges. Building paper and Tl--ll plywood shall be installed over the exterior layer 12 Occupancy Group R-3/8--2 8-2 B-2 B-2 8-2 8-2 B-2 of gypsum wall board. Type of Construction VN VN VN VN VN VN VN Sprinklers NO NO NO NO NO NO NO BLDG. C. Number at Stories X Z Building Height (average) 10' 10 10, lot 10, 10' v0........... EL P U < Y ACTUAL FLOOR/BUILDING AREA Building ALLOWABLE FLOOR/BUILDING AREA ITEM Building --- G ITEM I FIRST FLOOR 7200 3090 5400 9300 9300 231 C0+ 11550* A B C D E F G X Area based on occupancy Total Building 7200 3090 5400 9300 9300 23100* 11550* & type constructign 8000 8000 800018000 8000 8000 8000 11 <0 Indicates area separation wall Is required Multiplier for side 1.04 1.10 1.20 1.20 1.20 Ic:)l UJ separation 1.05 1.25 rZ Multiplier for sprinklers r Total allowable area per building 8320 960 BLD-9-- E fT-'Cl 8800 0 78400� 10000 9600 960_ U I / Q„ � fI f BLDG. E aOG D E" Id ' PROJECT SUMMARY Building J Total Total Size A 13 C D E F G Units Area 4-j 5x5 6 23 68 97 2425 DOOR SCHEDULE B 500 6 84 14 104 5200 12L, Building Quantity r 7.5x10 -- 16 38 54 12'-0. 4050 Type Description 12 -0 8 C D E F -otal 10'x10' CHAIN UNK FENCE TRASH URE 'Wl-N 1000 3 12 6 3.1.5 24 40 120 12000 C'OS 7W/CHAIN LINK GATES & RED OD LATS 1 Oxl S O8'-8'x8,-O" Porvene overhead roll--up door- 15 5 28 48 48 57 32 2,33 -- 1 6 10 58 16 90 13500 Factory-pain t —WROUGHT IRON SLIDING ----- POWER GATE 1 Filler Z 1 0>:20 29 47 78 15600 00, co WROUGHT IRON FEN 10x25 10 --- 10 2500 r rfo-;i- - - — - --- - -- ---br- --- --- - - - --- - -- - --- — 0� 8'--2 x 8'-0' Porvene overhead roll-up door- 4 1 5 1 16 16 11 8— 611 `-6 LAB I -TRASH 1Ox3O 19 1 4 bi ENCLOSURE ---- 20 6000 fLRaint W/6 6, W1.4xW1 I -- WWF ON 4" ----WROUGHT IRON 15x2O -- O 8'-2"x8'-0' Filler 2 5 1 4 4 1 4 20 GRA LILAR SWINGING SATE 1 300 r),her 3 MAI RIAL BLU Q JA 3 390 05 4'-0"x7'-0" Pot .,ene overhead roll -up door-- 7 -- W 1!� )CS" 32 34 73 White paint I Total units 19 26 64 64 211 160 577 0 CKENED 33 in ---- 3'-4"x8'-0" Porvene overhead roll--up door - EDCF Net total area 5700 2540 5400 CD2 6 a 16 9300 9300 20475 9250 61965 -- Factory RaInt L/) - 0 LL, Z Hallways & Misc. -- 550 2625 2300 5475 07 3'-8"x8'-0" Porvene overhead roll -up door- Factory paint 2 2 0 L TN IC Manager's Residence 1500 1500 0 and Office 08 4,-0 XB,-O"xl 3/4 Hollow core metal door with one piece 2 6 8 16 L) I TE PLAN -- -- --- metal frame - Factory paint < GROSS TOTAL AREA 7200 3090 L-5 4 0 0 9300 9300 23100 11550 -- -- -1 —-- - a� 30'-0" 68940 LJ 1.294K ANlL4kI NOTES O 3'-O"x6'-8"xl 3/4" Hollow core rnasonite door, Z < primed six sides - special 13 105 76 194 1. Windows shall conform to Chapter 54 of the 1982 U.B.C. and shall 3'-0"x6'-8"xl 3/8' Hollow core mosonite wardrobe- 3 PR -7- bear forced entry resistance Iribels. They shall be we,.jther--- 100 refinished 3 PR -i- INDICATES PROPERTY LINE LINE stripped and !shall rneet air infiltration standards of the American .--. ---------. - 0 Z INDICATES ASSUMED PROPERTYNational Standards Institute, to comply with B1 --residential window 10, 3'-0"X7'-0-X1 3/4" Hollow core metal door with one 1 < - 0 standards and shall be certified and labeled. Factory 0 piece metal frame I n-t- CL LLJ 2. Cr Doors 0 residence entry shall have a dead locking latch device C12 2'-8'x6*--8"xl 3/8" Hollow core masonite door with wood 4 LIJI with a nilrilmurn throw of 1/2" and a dead bolt lock with a cylinder jambs - preflnished 4 U 0 guard, a hardened steel insert, a nilrilmum throw of 1" and a < C) WINDOW SCHEDULE minimum embedment of 5/8", [hey shall be interconnected so that 03 3'-O"x7'-0"x1 3/4' Foam filled metal clad door with doodbolt 1 Z both are disengaged by turning knob/latch from the inside < -- Building Quantity kone-piece rnetal frame - factory Type Description TOTAL 3. All exterior doors at heated areas shall be weatherstripped. ---t - -pain Q� A 104 3'-0"x6'-8"x1 3,,4 Solid core wood door - prefinished 0 U 0, 5'-0*x4'-0" bronze anodized half slide 4. Verify door and window sizes, types arid quantities with Owner LL U CK with Solar Bronze glass 4 4 before ordering. - ----.---with 0 4� < < CD 0 W �? 3'-O'x3*-O" bronze anodized halt slide 5, All exterior swinging to have hold open back check closures. (15) 3'--0"x7'-0"xl 3/4' Bronze anodized glass door with 2 2 CL a- with Solar Bronze glass Solar Bronze tempered s!1 6. All exit doors to be openable from the Inside without the use of a 21-9 SHEET NUMBER 4'-.O"x7'-0' bronze anodized window wall OC with Interior hor!zontal and Solar Bronze 3 3 key or any special knowledge or effort. 3'-8"x8'-0" Filler A tempered 9-la-99 OF 8 SHFET� B I D .SET NO T F 0 R C 0 N .(--:� T R U C T 101 I)RAWNC, No III ItIp 11111111 451 2 3 6 Ai1 NOTE: IF THIS MICROFILMED o 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC ez S? Z2 9z 92 eZ C2 ZZ 12 02 6r 81 L 1 91 S 1 to I E 1 21 11 01 15 1 9 S Ili, E MAY 11 1990 J 40 PARTITION - _---, 180 5'-0" Q.C. _ 90'-.0" U'- 1 '-0" 160 5'-0" O.C. 4i0'-0" _ _ Q" --_-._.--_ 1 15'-U" O.C. 200'-0" --FAC Of E L STUDS ♦H , 2 1/`2" ---- - -_. _- - ------ O.S. F-0,S. 7 8 F.O.S.- FT o a U - 1 J I 1) TT-' tog � �. 3 O u I Z -j 60 10 (_ 3 1 -- .0 Sir,•� • 9_T F--r- ►- -, ,- -, J E F.0.S. o to 04 40 I 1014 T1 - 1 d `3 Q1 O v o 3 ® � 06 . ' 03 o a� � 3 3 � � � � -TYP. U.N.O. C� (] �� OT_. W z m 1 W z = FACE OF COL. C� C _�/ 8 �_. $ �..L_.. � 1 z ' z i^ r 807, Q W Q FLOOR PLAN BLDG ,� ..�' __ � C1•ILGt. •C .t:CilGLC� /�/GG�`•'�J � C.�rr�. l�� __� 1 /16 - 11-016 � sv 3 G tide 8S' 0. is 2.m m Certo �.uc�rr� 44. 1 �`' ea,•uf ayr..�-e-t•�./�•c� �c�.�-n.L� a—____ _—�__. 96'- 2" ----------- - _ _210'--0" - - - l,.�i.L. s 2 _�X T'� dorro�.ros��, a-Q.tur ' 380 5'--0 O.C. 190 0 10'-0 8 N PAMPN PAR TI TION _ _ 1 Q'--0 10'-0" $�_5,`p _O.C. 4U'-0" 10'-C," 161-2" I_AYUUT - ' -` -- - -- - LAYOUT FACE J FACE.' 7 6 10 OF ^Oi..-� FACE OF COL 10 8 g G" 6 OF CUL. -� Cl) YF'. U.N.C. 8 / 8 / 10� '� w0 V 8� ��! P. � � G /� C � r� �6 �`� � q { c� XqI- LU .O. o ~J/ �� C� KD 6 7 0_, (i10� d C!! - w a ra I/ R --_-- _.._ (}--- -- T-FT-1. _ - TYP. U.N.U.c, g � _fi W 11 --- �� -o--- r --- In 4 v -b-- 10 -- 4 �_ -- S _ _ I- 1-i -L J _ 10in d .- U _ I L_ N 0 D12 7 9 9 V w 4 0 EEO rn m N 19 a In -- ---- _-- -- - --to �._ — - ---- - -__ : _ -I - II1 g 2 501 O a L 1-T -------- 6 d_ 12 L— � I' J 9 1�_" __41-10 D J ,` J L J L. J 1 W ( 7 C I) 101 10 _ F.O.s---'T- It STUDS---- e 9 3 � ,� ��\ �� ___.�__ e, n 1 C7 � Q C� I C� o----- -- _ o FACE SOF � "� �� J f - b Q �] 1 COL- __ 20'-0-_-_�,_- 33- 5TYP. U.N.U. I o �+ ACE. OF COL. `--► u W �._.__,__._. l 1 •� O O ...J FLOOR , �� L A FJ --- B �__ I_) G . - - �, FLOOR PLAN -- BLDG . G � � � � t I _ -___----- -,--•-- ---- - E4�4Pi PLAN LEGEND i N rrl � � � 1 /16 -- 1 ' - 0 __ —_ . UManagers residence, office and restroorn. b / See sheet A-4. O PARTITION ______- _ _. ____-. _-- - - 310'-0" H fi I c0° a tt i_A YOU T - 2- r. rewol cv I ( a 310 10'--0" O.C. = 310' -0" ,2� 1 1 1 Hr firewall 9 2 :� 1 FACE � A 10, OF C41_. - -FACE ® Skylight above. Q------ • r� C. -� OF COL. �; ' ' �L'' B � 1" particle board partitions with flame spread --_ 4 1 TYP. U.N.O. , classification of 111 per chapter 42 of the 3 3 for Partition connections. Imo--- 3 I �� rj' O q 1985 U.B.C. See L 0 4 E .7 indicates door size. See door schedule sheet A 0 Kl n U Q`-- -- f c I 5 - I U Precast concrete column. d 044 O I O !-% I 8 Wood posts. See .structural drawin s. b 3 CEJ �+ 3 3 b \. a (3' d drawing 0TYP. U.N.G. --- FAC F . F�f L_- F9� Studwall. E J CUL. %.-.` �\ --� _ 10OR P L t-_LJ ��• F_ _- \ 10 Metal door separator. 1n 1 /16" - 1 0 0 1l1 Typical at 10'-0" wide interior units unless �_ .��• Z noted otherwise. -' I- 240' -0" 12 Typical at 5'-0" wide interior units unless 0 PARTITION -- --- __. -- ----__. _-- - ._ _ _ __._.-- noted otherwise. Se 0- - ---- -- Qf s li LAYOUT 19 O 10'-0" O.C. 190'-0" 50'-0" - ~ 7 F.0.5. - -------- - -_.--------- _ _--- ----- --_ .._ - _- � Lit . -1 �- E FACE OF Q F/ACE OF U 7 6 STUL'S �-- A tD _ COL. do STUDS--11y �e� 1 T`!P. '1.N.0. $ 7 I STUDS Fxit signs: 0 Z 0 ��/ Shull be installed at required exit doorways and where m T L11 tAj CEJ / otherwise necessary to clearly indicate the direction of I t� 1 F cess. g !ell L2f 7 - Shall ibe in hiclh contrast with their background, Wards on Z w -- the s gn shall be In block letters 6 inches in height with a L__ 7 - str&<e of not less than 3`4 inch. D--------- 1Z P --1 O � U Cr • Shull be an approved self-luminous type. w FACE OF STUDS /�- 4v1O UJ n 2. All building corridors shall be 60" wide minimum. Verify o- '-�-`-- - LA_ � -`_-w--�--_` / partition laysllt with owner 3 I SHEET NUMBER F- l_ OOi� PLAN --- BLDC; . A o 1/1601 FACE A 2 - Of COL '``-F.O.C OF B SHEE ja, J BID SF T - NOT' FOR CONSTRUCTION � �-- . � OF 20 -0 I_AY UT ORAWIN N0. 86076 mom— _, ' I ' I ' ' I ' ) I �'� ' I ' I ' I ' I ' { ' I ' I ' I � { ' � ' I ' I ' � ' I ' I ' I ' I ' IIIIII { II IIII � IIIIIII { I � IiIII ,IIIIIIIIIIIIt ► I ti-. RINI ill W" logo NO1E: J THIS MICROFILMED ►.-- I _ ?_ 3 5 6 7 8 9 I(] I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 9Z SZ 02 EZ ZZ 1 OZ 61 HI LI 91 51 bl EI ZI II OI 6 I9 k 9 S b E- I' I "■r'" r1111111�tIHItIIIIIIII�uuInI11NII�IIIIIIIII�1111IIIIlIIIIIIIIIlI1111IINIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIII�1lII{IIIIIIIIIIIIIIIII}1111111111!IIIIIIIIIIIIIIIIII;I{IIIlIll11{IIIIIIIIIIIIIlVIII{IIlIIIIILl11l1IIIIliIIIIIIIII�IIIIIIIII{Illllllll{IIIIIIIII{IIIIIIIIIIIIlIIIIlIIIIhlllll MAY 21 � 1990 Xl 0,-0, PARTITION3110 10'-0" O.C. 310'-0" LAYOUT FACE OF COL. OF COL. DE J TYP, IJ.N.0. 03 (D 3 3 03 C4) D_ f5- 0 5] CD 40 L,, C3 C4)_ 03, 03 30 30 t r3 tM ei FACE OF COL. 01 TYP. U.N.O. FLOOR_ PLAN BLDG . D M M 0 Cv 0 W Z Z Z Z I y Z1 O In U (A FLOOR..P-LAN- NOTES T F- M 150'--0" 1 Exit signs Sh 311 be installed at required exit doorways and where IZZ P 1 ARTITION 150 10'-0" O.C. 150'-0" otherwise necessary to clearly indicate the direction of LAYOUT FACE egress. OF --FACE COL.% [2 OF COI_. Shall be in high contrast with their background. Words on ' the sign Shall be in block letters 6 inches I*n height with a TI"P. U.N 0 #/ 3 -1 - stroke of not less than 3/4 inch. J 1? 04 ' 1� 110 4 1Shall be an approvi-d self-luminous type. *0 03 Z 0 2. All building corridors shall be 60" wide minimum, Verify = V_ 0 arfit;z�n layout with owner. v X 3 U 0 -C) 1 0 D4 Cl) Z � C3 to 0 LA_ o Lj V) 0 < _j rb FLOOR_fLAW _ LP4_��gLNQ U.N.O. rFil I" particle board partitions with flame spread FACE OF COL.� 30'-0** ----FACE OF COL. L* classificcition of III per chapter 42 of t�,,� (4 for partition connections. > U.) � 1 FLOOR P19EO.B.C. See LAN BLDG .D G-) . C 1 161# UIndicotes door site. See door schedule sheet A -1. / 1-31 Precast concrete column. .—T F4] Wood posts. See structural drawings. F5� Studwall. CD (CIO, E-4 r,, . Cf) k L) ct Ln j 0 6 LAJ I 0 X C) vi 0 (—r) Z Q _j 0 CD 0LLJ Cr C) Lr) Z < LL 0 0 < < -0. SHEET NUMBER 131D SET NOT FOR CONSTRUCTION of SHEETSORAWING "M doom W`$7177 loll 1111111111!1111111)1111111 ItIIIIIIIIIIIIIIII 11111111 1111111111111 NOTE: IF THIS MICRCIFILME D 6— I 3 47 8 12 DRAWING IS LESS CLEAR THAN ......................................... ► THIS NOTICE. IT IS DUE TO THF QUAL11Y OF THE ORIGINAL. DRAWM. 62 92 12 9Z SZ VZ E2 61 81 V 91 91 t,I EI 21 11 01 6 9 1 9 S C 13101 loll I I I I If I I I I I I I if I I I I I I I IIIIIIII III I IIIII 1 11611111111111111111 111111111111111111had 16lo I I Imil miluillill AY 2 11 � 1990 mad" ........... ... -. ----- 13'-10` 10'--0" F.O.S. k COL. OA -----F.0.5. OC 7 IT— MMnnnn111111n1k--_ -- -- 1 — -- — -------_ l I I I INK rk 15 W/MAILSLOT 42" LONG LAV. & I �j I DISPOSAL WAITING GRAB BAR MIRROR i i -.WALL MOUNTED STOP --' o R E S�_-ROOM T -RANGE do OVEN METAL EDGE �7 I X-6" SOAP i DISHWASHER 0110 TISSUE DISPENSER - II/ DISP• 1 _ tY Op� DINING 0 WI WOOD GATE ® COUNTER TOWEL KITCHEN I " B E R_0 0 M 2 DIS I I /, CLEAR �� --- - - I TABLE BY r' ' 36" LONG GRAB B4R - - OWNER i (-- MAN_AS.EB�..RESInF� NOTES I I i I. All interior studwalls to be 2x4 O 16" O.C. unless noted otherwise. REFRIG. I CO 2 I CLOSET 14 OFFICE I ---DESK BY OWNER 2. Install R-11 fiberglass insulation in all perimeter walls -- �� as shown. CLOSET �--I�tE'TAL EDGE p I t = _-- I- K;GO APPROVED �• I I I - I 2x6 S WALL SMOKE ALARM r_ —� L_ __ _.J 3. Ceili,ig to be 5/8" gypsum board installed on wood joists �� m I G at +8'-0" above finish floor. w Z. I _ LJ - _. - Z z , z f 1 ALL. A.C. POWERED FILE CABINET p - -_______----WAS IE ------------_. ___._.___—_.___-----.------------------.- - - — Z I z , METAL EDGE GAS FURNACE BY OWNER - - BASKET 4. Install R-30 fiberglass insulation above ceiling In manager's INTERIOR FINISH SCHEDULE a U1 Q N 1714 _ __ _._._.__ BY OWNER residence/office. ----- - -- - --- ---- cwI o v FLOORS BASE WALLS CEILING REMARKS I © 2 1 2 ��J 5. All thresholds to be 1/2" maximum height with a 45 degree t:evel - _— _. IUNEN Y� 6. This residence is for a one family user and does not comply �i� with handicapped requirements. I Z m C o+ c _ 7 See mechanical and electrical drawings for water heater, �J C �f 0 5 at 0 da � UTILITY 1 _.._ furnace and lighting installation. _o u o u a u ° u .o i ROOM v a a CL�, u ,°i a y a al U / 8, Water heater shall h a v o t v o have a P&T valve with a drain to the outside. " u o 0 u o u - GAS WATER U VI N G _ 9. Stra1. water heater to studs to provide adequate lateral stability. E I -- v v v c o .0 �? o c BATH- HEATER p q y v + , 0 V t v G ¢ n e � ° I BEDROOM 4'-0" SQ. C�) 10. Subcontractor shall provide and install a gas Furnace at the manager's o U 0 2 .; a� r ; 2x6 STUDWALLI SHEET residence. Verify location with owner. v c o o CL o o u � v " d 5' PLASTIC TUB & SHOWER LINOLEUM --� i 11. All closets to contain a shelf and pole. x OL Living I • + + « Z :JM81NAT10N W/%HROME I 12. Kitchen and bath receptacles to be G.F.I. protected. --- --t - - - -- ---- p CURTAIN ROD. I -- - Dining • « +- « _ f= 13. All dimension lines are to C of studwall unless noted otherwise. a' I !� CABINET METAL EDGE - 13 Kitchen _ - * —^ z U Utility • • • • rZ o �O -� Bath • -- * « . o � --� 1. All grab bars shall h- ' /2" diameter securely anchored - - - -_—_ 0 A- -VENT TO OIJT IDE � r at 33 above finished floor and shall have 1 1/2" clearance Hall • + - « « --_- _J U A A between the grab bar and Cie adjacent wall surface. Bedroom 1 • • . • � N F.O.S. " �� -�` 2. Provide clear space 30" wide x 29" high x 17" deep below < 13 -10 5'-5" ,� 6'-6" --� G3, G Bedroom 2 « * • - _ •- ------------- `- lavatories (excluding bowl and piping). _ ---- __ 50'-0" _ 7 3. All dispensers and bottom of mirror to be placed 40" Office maximum above finished floor. Waiting --' - • + « � a 4. A clear unobstructed floor space with a diameter of 60" _ — — res o _ _ Restroom �—� " • • " • _L See restroom nates minimum shall be provided in each restroom Doors in any M A N A E R E S i D E N ��; E 0 F C E L U O PLAN_ position may encroach into this space by not more than 12" - 5 This is a public restroom and will conform with 1/4 = 1'-0" handicapped requirements. " 6. Restroom receptacles to be G.F.I. protected. - 4'- 3 1 2"f 2'--0" 4'-0" -� VENT TO OUTSIDE Aid ` � 1 - 3'-6" 2'-6" 2'-F" 2'-6" 1'-0" 1'-6" 3'-6" 1"-6" 3'--0" 3'--0" 2'-6" 2'-6" ?'-0" - LIGHT 8 FL MIRROR k C-4 — — Q 4 I LIU I I I `•, r" .v =_. Y/ METAL ` :�-_ I + 44 I s� i FRAME 30" HOOD W/ LI0 BELOW SOFFIT - -- - a s- r - 3 �` _ o o .J -H LIGHT & FAN FIX PANEL FACE FRAME - - - -" �' LAV- ,N 30 RANGE - -- - -_..__.__.-_--_-_.._ _____._-_�._- .� W/CABINET - dk OVEN �-� FIXED PANE _ SPLASH DISHWASHER _ --SPLASH DOORS — J SP_ASH. - N I � I REF'FtIG �� 0 - - - -- ��---------- --SINK ac �- DISPOSAIL \� 4" TOE KICK 4" TOE KICK - I " w r rr r w " w " r w -. O r 2 -0 -- -4'_-6 ---- 2 _q I �3 -0 3'-0 _ -4_ - 2 -O_ _ 0 -I � IN � N < T _I KITCHEN - -- - 5 ��----_ _ _ 3/8" = V-0" ^ - CL ---TOP OF CAB. 7 r ----------------._- --_-______ _._--_- ----- TO BE 1 FROM - (--_ CEILING Z -- SSC PLAN--- _--_ 2'-6^_ _ _ SEF PLAN - - -_- - _ - - _J �GL _ I I ! w O PANELING FIXED SHELVING LLJ LJ PANELING -- "� (- WASHER At CII DRYER SPACE �., a� LL. WOOD SWINGING GATE Y w A �'-4" TOE KICK Q ZL Q HINGED TO COUNTER W/ �- � Q STOP k LATCH ON WALL Q Q Cr C 0 U N TE i T� ______ _---_________ R. �_ 0 -- J 3/8" V-0" SHEET NUMBER G _ A - - 3/8" - 1'-0 BID SET - NOT '- O R CON "' T R U CTI ON OF DRAWING NO SHEETS y 16071151 Mimi .. !1ll III 111 II 1 1 1 1 1 1 1 1 1 1 1 1 SII 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I l l l i l i l l l l l l 111 I I ! Illil �� llilill lIIIIIIIpIIIIIII I � IIIIIIIII ) IIIIIIIIII II � Iplllllllpll lllJill Jill III I1tllilltllllt11111 r NOTE: I F THIS MICROFILMED I .., - 2 3 4 5 G 7 8 9 110 l i 12 1 DRAWING IS LESS CLEAR THAN THIS Nr,TTrF, IT IS DUE TO ME QUALITY 7F THE ORIGINAL DRAWING. --- AE 6? X17 LZ 92 SZ bZ E ', ZZ IZ OZ 61 91 LI 91 SI bl EI ZI II 01 6 9 L 9 S b E Z I"•1'" � IIIIIn11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111IIIiIIIIII1111111I�,L1;111IlIIIIlIl1!tIIlI1II111IIIIIIIItII111II11ttltltl�.tl►fl tlltlltllllul)UuI uitl unI uuI nuI utl�liulltll�.utl1t11111uI�llI,1111LWil�llu>llWJlullutlliwl111tI1111I1nIllllll ttul ul1 MAY 2 11 � 9Q . 1A Vow r C� 7 9 + � r a (:F V 7 � 7 Typ 11� �c! G G G i C rc� m� Z m I p ROOF FLAN — BLDG . r=Y _ 'r C a u, _ ' W z < U) -�----;--�-- ---- - - , a w -� 6 U + ��' - ---- -- Z > z m tt L�' C -- -- -- -- - -_ _ - _ -- E]TYP. z Li T_- L E3 Fr �- AN 2 � T � �--o � �a c� TYP. a �► o r� c 8 7 7, / n W 3 D Q oIVX I � c� ROOT PLAN — BLDG r rr 1 /16n — 1 —0 - o w a - --_---_- I -- --__----------- - -_- -- --- C7 r-- — \\ C —� DT-M. R00, PLAN BLDG . G w 1 /'16" � � 0-009 -- — '.- ?� �_ �-�-� c 12 C C ED--, � f 7 � d C-� 5 cn 7 7 4 6 7 �✓ 1 7 U •-� C) El 12 3 10 10 I E ROOF Pl_ AN -- BLDG . C p ( 1 /16pv = ll—O#1 7 F i RUOF-_PLAN ��-�--- __-.-_-. —_s��_ ��.•- - - - - - - --_ - ,f � (1� Asphalt recifiny. �� ♦ DC 7 E 6 5C �, nye T cL2 ),,Pk?'1 L� Slope 1/4" per toot min.�-, J�. Parapet wart. �F�/E�✓ Sy c c j E 26 GA. G,I, gutter. [-5 3++x4" 26 GA. G.I. downspout. ROOF PLAN NOTES ROOF PLAN _,__ BLDG . A � 1. Roofing shali be as follows: © Wall line below. I� Roof overhang. Asphalt - Class 8 Roof with minimum slope of 1/4' per 12" typical. 0 Ridge. - 2 lams 40# base sheet 80# -�, 0 HMP asp,-ialt mop between layers 50# j z - Mineral-surface cap sheet s•- 80�Y v-� � 10 Slope 4 In 12. U I 11 Skylight. See 3 i �� ' 0 C 7 Hill%+ l e- roof with minimum slope of 4 in 12 typical a_ F1 fJ Building step. -• 1 layer Type 30 felt. � Aim � NlhkgLL�� ftrts shall be nailed. . h Seal edge of gravel stop with 6" strip of yellow Jacket glass I fabric. V YT---J-j2 TYP G c. All metal surfacesMashie ravel sin a, flanges, etc. 9 shall be Primed with that receive roofln ( g _ z 7 asphalt primer andO allowed to dry prior to roofing. W C / 12 C d All roofing shall conform to Chapter 32 of the 198, 1.1-B,C. � 7 - 12 7 e. All roofing shall be installed per rnanufacturer's 1 0 �• -- 12 speclflcations. �.. w 7. Skylights shall be 2+x4', self flashing, s'nyla, clear lens 3 _..I Sky shah be Installed ', shown at 40' on center maximum. — and C ` U U o 7l o Qa Cr. ROOF PLAN �_ BLDGS . D _ & E I CL EL F - ____.._ SHEET NUMBER 1 /16" = V-0" _ U "F 8 SHEF TS PARR N0. 9a.A.}Ne•y,..:,,.y,r V111111-1 11 11911oil .eWr+ M!\'11riui,rw., i"•.. v+":. rA .......iM.•„,yr; ..�...•.r.. ,.,-.."+;r...r_R"•Wsyrr.M� •-M+ .—w-..w,.,k-b+1�r. ....n M1�w• "•*MIRr-r.�� - - :. .r. .•..-• ....- + I • _._. .-.....-„ +..••--�. y�,�...:._. ..._..�-..-�.. _ .rw.�,,.�,.�i+�•w+Yn+...+�+.Iwnnn.w+...wiw•r ..... ,.. .. - ... ,..I,•-. I �„+�, .. .. "1... �r y.._ .•....:+1.+". .._.. .-. '�� r s.�'__ ��y�wy�,�•9,�, Ir IIIA►I1l1I,t11II11�111I1I(��111I111I111I111I111I111I56076 111 111111111111111 111111ItIIIIIIIIIIIIII IIIII IIIII I11I1111111I111I1III!111111I111I1I11111Ir11IIIIIrl111lII�11I111I111I111I111I111I111Ii11 NOTE: IF THIS MICROFILMED 1 2 3 4 _ 51 C 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN "-- -- -- -------- THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL j DRAWING, OE 6? 9Z LZ 9Z 5Z bZ EZ ZZ IZ OZ 61 BI LI 91 51 bl EI ill 11 01 6 --I9 L I9 S b E Z T 1 rIII11111uf11111111111IIn11nUI111111111In1111111IIIIlI1111IIIIlI1111II111IlIIIIIIIIII111I IIIII111IIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!1lIIIIIIIII�IIIIlII111IIIIlIIIIIIiIl1IIIIlIIIIIIIIIII!111�1111IIIlIIIllU1WIllIlI<1�11�ll1lWlllllllllW�IIIlII111IIlIlIlUlI1IIlIIIIlI1I11I11UI1111 MAY 2 1 ' 1990 �a7 14 �--�-� 1.S 15 114 Ell Roll-up door-"Rust". C� 3 U Metal flashing-Kelly Moore "Saddle Brown-200" Paint finish �3 Solar Bronze glass in bronze anodized frarne. C4� Foam filled metal door-color to match glass. �. I L I _ _._-,-1-8� 4 j --- 8 1 Hollow core metal door-color tri match glass. .wr,6 _ L61 Rough sawn plywood lintel-Kelly Moore "Spanish Sand-231" �Y La oil, -- --- _ paint finish. _ �7J Gutter-Kelly Moore "Saddle Brown-200" point finish. �>0U TH ELEVATION - - BLDG . A 3 EAST E L V. BLDG . ADownspout--Kelly Moore "Spanish Sand-231" paint finish.�� A< 3/32" = 1 '-�" �'J Precast concrete column-Kelly Moore "Spanish Sand--231" paint finish. t��;�l� CZ 10 2x8 vertical grain Douglas fir wood chair rail inside- , Kelly Moore "Saddle Brown---200" point finish. 13 3 � r� 3 (8.J 6 11 Hollow core metal door-"Rust". r / / 12 Metal separator-"Rust" I I I I Li I I-LL / —'�-- plywood-Kelly p paint finish. � — —Nok 13 T1--11Moore 'Spanish Sand--231" phi 14 2x6 wood facto-Kelly Moore "Saddle Brown-200" paint finish. 15 Medium shake roof. 00 n m O O -- — - w Z I w Z 6 1 Z Z j 1 - Z w ui Q Q � a v v► N ELEVATION — WE= ST ELEV. — BLDG . AOPTH BLDG . A - ., -- Z } 3/3� — 1 —0 I ZI m 3/32" _ �_�,. — s — i 2 2 SOU TH ELFV. — BLDG . C NORTH LLEV. -- F3LDG _C�SIMAc 0 H 3/32" w o _ — — — -- _ — 2 6 1 yJ v I Z U _ - - - E G 0 EAST ELEVATION --- BLDGS . D & E - l - - — - -- -NORTH & SO - WEST ELEVATIONS --- BLDGS . D & E O . H . _ - - -- - - -- 3/32_" ELEVA TI ON S 4 BLDGS . D & E c _ E Q EAST ELEV. - BLDG . C 3/32" _ ,_0„ I o W WEST ELEVATION — BLDG . C SIM . 3/32" 2 � as it P6 .- d 12 L� 12 t2 NORTH ELEVATION -- BLDG . G - EAST EL_ EV. --- B �' 7) LDS . G EAST ELEVATION - BLDG . B �' SOUTH ELEVATION — BI-DG . G 0 . H . S _.- � � WE �� T ELEV. ___ ( Sim . ) -_ _ BLDG . U _ O . H . NORTH ELEVATION BLDG . 3/32" - 1 '-0" 3/32" 3/32„ _ 1 ,_0„ - � v 11 I IJjLLLLjUjLjjjjL�iLaIII I -- 1Ll - .WEST ELEVATION — BLDG . F- Wr- T ELEVATION ON BLDG . B 3/3201 _ �__�„ 3/32., - V-10„ Ln O 11 / 13 2 7 Z 13 U 12 12 — I 'S. EAST ELEVA -LI (LN — BLDG . f= -- _ �T- 3/32" = 1 '-0" Cn SOUTH ELEV. �- BLDG . B � - � / �J / 11 - 2I -L9- J U - - — - — - - -- n U a 0 -- 12 m a 12 SHEET NUMBER NORTH ELEVATION — BLDG . F _ - - - - _- .� OU TF 1 E_ LEVATI ON -- B_LDG . F 3/32" = 1 �_�„ ,----- OF $ SHEETS 3/32" = i '-o" BID SET NOT FOR CONSTRUCTION DRAWING N0. l .. 86076 . ( I I I I I I I I L I I �1 1 1 1(I 1 1 1 1 1 I I III 1 1 III I I I I I I I I III t t III I I III �I III I I III r�,r�r, ,...,��.,� •m,.,.�„. .. i^ III E I II.>t III � I I I I I I I I I I I I I I I l i I � I I I I I I I I ( I IIIIIIIIIIIIIIIIIIIIlIIIIIIItIIIIIIIIIIIIlIIt1IIIlI IIIIIIIIIIIIIIIIIIIIIIIIt1Ill1 •��. _ � ,....,._.,,."._._- - - NOTE: IF THIS MICROFILMED 6 7 19 9 110 I I 12 DRAWING IS LESS CLEAR THAN �- �- - ---- -----� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 12 9Z SZ bZ EZ ZZ IZ 02 61 91 LI 91 SI bl EI ZI II 01 6 -I9-.--' LI- '--.-I9-- SI-- rn�nnln111nnluulnnlunlnull111�I111�I111III11I1111II111III11IIIIlIII11IIIIlI1111�1111IIIIlIlllll'lfllllllllll�IIIIIIIIIIIIIIIII1111IIIIIIIlHIIIIt;1111!IIIIIII111IIIIIINIIIIIIIIIIIlIII11IIIIlIilI1;1H11I111111llWIWIIIllAllhllllllll.11111111llU�111111111;1111111111I11III1111III11IIWI1111 } MAY 2 1 1 � � Q , 2x JOISTS---_, 2x4 O "A. JOIST ALUMINIM EXTRUSION JAMB---,, wo-114" CLR.t �'-8d O 12" O.C. 1" PARTICLE BD. 32x1" WAFER HEAD GRABBER I MALUM. JAMB EXTRUSION _ _ 3x3' BACK PLATE Sd O EA. 2 8d -1" PARTICLE - _.---„_ _- - SCREWS, FOUR EA. SIDE W/3 - 1/4'Nx2 1/2' CARRIAGE i SUPPLIED BY P.S.I. 8M- 2x4 BOARD STAGGERED TYP. EA. JAMS! / `� I BOLTS SUPPLIE') BY 8d O 12 O.C. ALUMINIM JAMB EXTRUSION SUPPLIED P.S.I. \BY P.S.I. SCREWS .S.I. /SEA. SDE xSTAGGE EU 1” PARTICLE BOARD / 2'-0"x4'--0" II I I( SELF-FLASHING l� _ SINGLE LENS PARTITION � PARTITION PARTITION - - I _.. ._ � - _ � _ __=_-- _ -'--:-__ _-- -- -- - c - _- - -- . CLFAR SKYLIGHT ._- M___ �L��_. M`` AT JET II I __ `_ __ � -TT--i_"f�T— -- + II In DOOR LATCH u, 3" HIGH 1" DRYWALL _6 I - - I 6� ----- - --_ ,IL 1I� CANT STRIP-_. L_..i.�_. , �_-_--.._ -_-_-- yWy.. , fir � A SCREWS _r II - -.. __.. .__ I I - r_ -- -- . .. _ L __ -' _ V �' HOLLOW COR _ ROOFINGS �\ _ {� c ' ci O 2'1 O.C. I � !- II MASONITI: COOK �- _ Ild - -{ONT LOM. 2� (( I I 3 1/2" HINGE. 3 REQ'D SUPPLIED BY P.S.I. `- -- - -z=-T r� --? _� PLY: ALUM. H I 1 1/2" x 4" II PER DOOR. SIX #32x1" _ ( SCREWS PER HINGE ROUT HINGE TO DOOR - __� WOOL, FILLER I ------- _ I SUPPLIED BY P.S.I. J LATCH PLATE W/3 - #32xI" C. MASONI II H.C. MASONITE '-DOJR LATCH SCREWS TO ALUM. JAMB --2x JOIST OR BLKG. II I DOOR SUPPLIED SUPPLIED BY P.5•1• SUPPLIED BY P S'I, T,RJLQAL JOINT '✓ERTI A T JOINT -- I -- DOOR II--.•� BY P.S.I. , ALUM. [ ,/2"�_- ; � E C T I o A 5 E_ C >-10 N e � _ Q SK �(L_IC, HT 3 � Z I WZ ____ _ I Y Z FASTEN W/ 2 - 8d 3 3 1/2" HINGES 1" PARTICLE Fj'+ - � '-Q" Q7� 6" - 1 '_-0" 7 1 1 2" _ 1 �---0" RAMSET PIN - 2x4 O 5-0" O.C. PER DOOR -`____i BOARD DIVIDER--- - / 7 3 u a O 30" O.C. MAX. o o EA ST�� PAGE UNIT MALI BOOR G.I. CA�� z 1 /2" __ � '-Q" SHAKE ROOFING- .�,,,_ 1-- W.P. PAPER PARTITION _ _ G.I. FLASHING PARTITION -��'` -,ROOFING \ �--P L Y -� `IWEEN TS ' T1-11 PLY. SHAKE ROOF _ T YP I C, A L. PARTITION DETAILS CUTTER OR OOF PAPER ri G.I. FLASHING------- G.I. CAP __ 3/4" = 1 '-O�� -'-- --77 FLASHING-t-- _...PLY R.LY -. FIBER CANT 111 �j z -f- O f W FASCIA--- -� —1 FIBER CA \\ W PI►.^cK 9 = F � u a ' INSTALL GYP. BD. PER GENERAL - �`'--PL 1 ROOFING _ � ` W. G I GUTTER - SEE ROOF DRAINAGE PLAN FOR LOCATIONS ROOFIN N � NOTES, SHEET A 1 O FIREWALL I ( PLY. SEE STRUC. DWGS. LOCATIONS _ � PLY. - � Q Q FXTEND FLASHING WHEN GUTTER IS NOT PRESENT _ - ---- pfU 1/2" BELOW R.S. PLY Z --� ------ -- -/_- -- _ t LA- G.I. -_f-A -- --_ ___------ - - G.I. FLASHING / ROOFING - PLY 1 / \ - `y INSTALL GYP. BD. PER GENERAL L�. v ,� ��FIE3ER CANT /` = ` . STR C DWGS. `- -- - NOIES, SHEET A-1 O FIREWALL ROOFING -- _..� _—_. LOCATIONS I T1-11 PLY.--'- �r� r I � __ PLY -'-=PLY c� -PLY. SEE OCT, DWGS.-- - SEE S?RUCT. 4 - 1 J W.P. PAPER-------4 .-fir �_ -SEF STRUC. DWGS - - o � -- DWGS. � 2/8,L 8' R.S. PLY. / ' -SEE `SIRUCT. --` ---- 1_ __ �_ _ 1.-0 - _ FINISH @ SYT � I � � -fo DRAM S -_ - EI PED ROOF"��, F=I N I SH a STEPPED ROOF 2x4 A i'� INF/V%al 011e� fd. ��►.; Y - --- - INSTALL GYP. BD. PER GENERAL _ i 8 R.S. PLY. NOTES, SHEET A-1 O FIREWALL �+ � �+ u cENTERSPAN------- � 1 NO'T�'`�, �� a-I ° FI��u.- ; � " '/ � MANAGER ' r RESIDENCE --- - --- __ '7 � / - -- / � �,� Rin SEE STRUCT. DWGS. W.P. PAPER LOCATIONS � 1 i /2 = 1 —0 +8'-1" ABODE IIIA / - T1-11 PL1'--' i " - �--� Eat TOP OF FTG. 1 1 2 - 1 -0 -� I I G.I. 'FLASHING OR GUTTER ` 24 GA. META;. I I SEE ROOF DRAINAGE PLAN ��'j�- � �G �E L-4:1)fit,/ TRACK, SEND ENDS I ( _ I ry� n / � � UP, RAMSET TO CCL — — FINISH DEI AIL_ @ PARAPET NISH � R `. OF- 0V ERHANG - �. ----- -- - _ E Q it FINISH @ ROOF �_E VE L c 7 - 7E-4 Ill 2" _- , �—I " - ---- C.I. c,�,tP- / 7 Y r_y M , �7f T1--11 PLY. +_� ►--� ,� "s G►i �I-II Ncq G.1, GUTTER -- SEE ROOF DRAINAGE PLAN FOR LOCATION SEE STFtUCTJRAL -ROOFING W.P. PAPER --- DRAWINGS 2 LAA '' T I- II Pi-f Jr, --'---- -- EDGE OF !:ONC--� '---TOP OF CONC. SLAB to •O o a o O • L .Y ,/ I ,p o °'O C7 U'O p •OU'O •O O •O° O•O O°p° � � .._ ',/ [. ' cogwb ° ° p' ° ° �.°•°• 0 O '°D o O '00 �Y�If IX r T7-11 �tl� W.P. PAPER--" INSTALL GYP. BD. PER GENERAL -� -PI.Y U- SEE STRUCT. -_�_ NOTES, SHEET A--1 O FIREWALL I `_JEL I Cs1F:Fa N� iC O DRAWINGS --- -------- LOCATIONS J INSTALL GYP. BD. PER GENERAL �' 14L) I`1AI .IN(al 0r- �N� ..-. �' - �- NOTES, SHEET A-1 O FIREWALL PG�rz 4 ir►Z yr�/�LL, U LOCATIONScr- G^ I - - ? ® F=INISH DETAIL @ -- ``� F1 N ISH D ETA I l_ C ROOF _ - _- __-- ___ • `�I. _� _ , 1 /2" � ,_o„ 7 _.. a ... _- H --�-• LLl __I__ c p w © ;� o o � u o U � Q Lil 0 rr�11 U a L_ - H- SHEET NUMBER HEETS BID SET -- NOT FOR CONSTRUCTION OF p G NO. VIEW wow'! I I ► 1 I I I I I I I I ►�I I I III 1 1 III I I III 1 1 I' I ! I ► I I I i' I I IIID►� Ir+l I II'1 I I V I I I Itl I l l i nI I III III III I I I I t I I I l I I l I I I I III I I IIIIIII111IIII�11111IIIIIIIIIIIIIIIIIIIIIII111.1I�11IIIII111IIIIIIIII11iIIlIIIII ► _ �. NOTE: IF 1HIS MICROFILMED ►. _---, 2 3 uYL4 4„___— — J_ _ 6 7 8 9 I0 11 12 t DRAWING IS LESS CLEAR THAN -"--' ---+. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ LZ 92 SZ b2 EZ Zi I2 OZ 61 91 LI of bl EI ZI II 01 6 Ir-. ' LI 9 S b E 2 1"""" b �mlunlnlclNulnll�lnlluuluulnnlunlunlnl1111nI1n11nlllnnllullnNllullNulllnl1111IUIIIIIIIIu!1In111uI1I nIIIIIIIIIIIIIIInllll;Illnl ulI!;iIiIIIIlI11UI1111II111IIIIlIIIIlIl111I1UlIIIllllllulw1111uIW>♦111lIWlIIJlIIl111>11111IUIIIIIIII11.1!IIIIII u11i1111IIW)Hl1 ,� MAY 1 1990 12 SHAKE ROOFING 4r PLY PLY �\ /-ROOFING -ROOFING u PLY- j f'OOF'NG FASCIA / �� FASCIA SLOPES CANT \ LOPES SLOPES_ �Q-PES_ 1u ( u TIT WOOD TRUSS-" SEE STRUCT. i,WGS. -"� ' SEE STRUCT. DWGS. — SEE STRUCT. DWGS. N' PRECAST PRECAST --PRECAST 1-•----PRECAST - CONC. COL. CONC. COL. CONC. COL.. -2x4 STUDWALL � CONC. COL. WOOD POST WOOD POST ' �+ 2k STUDWALL 2x STUDWALL-- -2x STUDWALL ROLL-UP DOOR------ ---------ROLL-UP DOOR ROLL-UP DOOR------ ROLL--UP DOOR- �--CONC. SLAB CONC. SLAB ,--CONC. SLAB -CONC. SLAB '--T-T'7--�-'--T7• 't-•'T---7r.r-�►-_-'r_7-i � w--�t_i?_.T 4. ----7cON--CONC FTG. ---CONC. FTG. TG. -CONC. FTG. SECTION A SECTION SECTION 'c SECTION o in m 0 0 m 3/16 = 1 —0 g 3/16 - 1 -o .� 3/16 = 1 —0 8 / = - .� z z U y v=i Q w < cn .� tY 2 U Q .i. FLASHING P ROOFING L.Y.--.\ OOFING \ -ROOFING o N PLY.----,_ �ROOFI N G PLY.—� ,,--F1EiER CANT �� SLOPES_ lgP SLOPES_ m - ---- -- --- ------ ----- - -- r ---- -- --��_-�-_� - I-- `SEE STRUCK DWGS. PRECAST ---''`SEE STRUCT. DWGS. -PRECAST PRECAST , ' !� SEE STRUCT. DWGS. ---PRECAST RECAST CONC. COL. CONC. COL. CONC. COL-- CONC COL.. i -- 7_x 5TLIDWALL GONG. COL. 2x STUDWALL i ROLL-UP DOOR-- '----ROLL--UP DOOR WOOD POST ROLL-UP DOOR---- ---- RGI.L--UP DOOR ROLL-UP DOOR---- ONC. SLAB CONC. SLAB � - GONG. SLAB = F f -- CL -w. J W -GONG. FTG. -GONG. FTG. —CONC. FTG. J � � a rz. 0 SECTION F SECTION1 LA u- SECTIONSECTION - ----- --- 3 16„ = 1 '-01. 8 _ L 3/16" = 1 ,_0;, / 3/16" '-0" / s r d { PLY,---,, ROOFING PLY.---- ROOFING W -FIBER CANT uj IPE SLOPES_ SLOPES_ SEE STRUCT. DWGS. - -FRECAS f SEE STRUCT. DWGS. PRECAST -2x STUDWALL CONC. COL. ---2x4 STUDWALL CONC. COL. �+ --�2x STUDWALL WOOD POST ►"' ROLL-UP DOOR-- I ROLL-UP DOOR--- , ---CONC. SLAB -CONC. SLAG a.i._`L_ -r T_T-T•TT_"T AZZ, til. •• 1 \ &T... •• .y r^-r-T" -T'T--1--T7_..T--_i�iT: 0 -CONC. FT(;. ---GONG. FTG. E-4 cf) 'S _ ;' 1 T SECTION r `i0-" � 3/16„ _ V-0" g 3/16„ = 1 ,-0" 0.4 l r, Ln c� Ln � 0 S Ci r � V z w Z O U W IY C-1 U o z V) z F- -- ,_ U C) �� Q Ld �7 a Cl �- a SHEET NUMBER OF 8 SHFt_;, BID SET — NOT FOR CONSTRUCTION o A N('NOW NC. 86076 �1 1 ►l1 111 1 ! tlt . 1 1�1 1 1 ! 1 1 1 1{1jl III I{1 Ijlll � � ' _ . . , • ., � 1 ( I 1 Hil I i � 1 � I i � I � i , I � ` � � 1IIl111ltlIIS►II`III1II1!!I!{II11lII�IIIIIII�IIl�l11111�Ill�IllittlltllllJill 11{1-I1IIlIJill {III,!{I�II�Il4l�rlt� ll�1!! � - 2- 3 4 5 6 7 _ 8 9 10 11 -- 12 NO1 E: IF THIS M ICROV 1 LMED ------�-�� •-- ---�- --�► DRAWING IS LESS BLEAR THAN j THIS NOTICE, 11 IS DUE TO THE QUALITY Or THE OF'IGINAL � DRAWING. I -- - - ---_ -- - - ---_----- OE 6Z BZ LZ 9Z SZ b? EZ 'Z IZ OJ 61 BI LI 91 SII bl EI ZI III 01 6 I9 1 ' IL 9 IS-...' b E Z I31xIL*' 4 ►u�uuln111llnittull,tlttttlnulntlllnlhlullmllmll111lllullull►ulllntlJlnllnlllllillJUlt111INH�lI!)�IIt41111}IIItIINIIIIHI�lllttlllull.,�nII�IHOIIIuRillt�ftll�ullf!ut,llu�ltltlllu�lll111tl1i1111!!llI�1�lll�ll�Itt1111111ttl�uU�llu111!1�1tu�lltl�Illt�twlnll ' '�, - MAY 211 19 90 FACE 445'-0* OF COL.------ 219'-9 1/2" 225'-2 1 105'-00 120'-0' 0. 'O.S. H. -F.0.S. F.O. 2x4 STUDWALL C4 0 U 0 r,N r-I o- 0 0 4�4 101 L:U 7c u--- r.1 0 L;u R __�R H V) z '0 0 11 3 1) C.) '--CONIC. 20 0*SQ. FTG.. 3 Q (1)(3 1 0 E -C) 0 -0 SLAB__�, T_ w z d 10 to C14 2x4 SIIJDWALL < l--w ve 2x4 < r rl 3 < (:-:C3 V)L;a v_j ; STUDOALL j r4 0 FTG. _T� 2'-4 1 4 V) POST �2X4 m in I-E-Er in Nil + 4 —117,"3 3 i 1' QUICK JOINTS EK 0 + 4 1 4 1 C3 w I cr -- -- :7- -- _ C3 C3 C2 C3 C3 0 C3 C3 C3 _C2 -=-- -- — --- -_ -- — I C2 C3 m A F 0 H. In M OF COL 3 m 0 U i 3 4 - 3 O.H. is' 010 w u W < 0 L 3 2 OF 2 4-- O.H. F35 ACE PRECAST CONC. C z uj 230 10'-0" D.C. _230 -0 3 190 10'-0" O.C. = 190 --0 COL 0 x 01 v) uj < FOUNDATION PLAN BLDG . F 86'-2' 0 Be 10,-0, 0.C. - 80 _c m EXISTING 50"0 CMP BELOW 240*-Op 1 /16" = V-0" 6'--2' FACE PRECA CONC. COL. 190 W-00 D.C. I90'-00 OF C B_� 3,) In 3 90'-0'* 100'-0' ,2'-�S_f CONC. N C3 C3 c3 C3 FACE OF COL. 3 --F.O.S. H 1,11'R; I STUDS 3 PRECAST CONIC. COL. TYP. L* In & STUDS F A a I I a I -�--2X4 7 14 '0 0 -5 CONC. SLAB 71 :3 C3 CC=3 C3 r cl -- — — — — — (ic C3 C3 04 1 STUDWALL z a �z 0 0 T V-0 10 .--2x4 L* it 014 _"� I I 1 1 1 Li- n 0 2x ALI ri Ix tn STUDWALL 10 QUICK JOINM TYP. U_ 4 STUDW pp, a 0 0 CL du Ln 1 1 2x4 STUDWAJ.L— w 7', rb r_ I I D ST L:- r ST & FTC. 3 PO Eel r. in Ln & FTG. VL Q ar 'BETWEEN TOP OF SLAB U- 50. FTC., TYP. C, TOP OF SLAB \`-2--t.- So.-IFTC. CONC. PI S ELEV. 0'-0" rc N\ in I ELEV. +2 -0 ONC. SLAB—` TOP Ld SLAB Ln A -t�l 7 ELEV. +V- A— 01 1 -0 uj _Z�L b it, MDS - - - - - - - - - \ I QUICK IN TS C14 in -4 0 F.Q.S. _� - - - - - - c_ a 2x4 CONTRACTOR TO VERIFY LOCATION OF STU ALL EXIS71NG 60" CMP PRIOR TO ANY F.O.S. -/ FOUNDATION PLAN c BLDG . A t\STUDS— t3 CONSTRUCTION AND NOTIFY THE ENGINEER IF' 33'-5' 3 1 /16 EXISTING LOCATION VARIES FROM THAT SHOWN. �-�STI NG 60'*0 CMP BELOW �. II i ° 210 -0" 21. 10'-0" O.C. - 210'-0" --FACE FOUNDATION PLAN BLDG . B 100'-0' OF COL CONC. SLAB--, FACf. 110,-00 1 /16" OF COL 2 F.O.Sr--- A _,%� r2 3 PRECAST CONC. COL, TYR 3 __Y3 r1_ 1 0 '0 C14 pn I ) q , - I rn C3 C3 C3 C3 C3 tri k _ _. _ — — -- — — — — — — — — — — — -- -- — 150'-0" ci C3 C3 C3 C3 93 C3 q3 1 /21 V) it 150 10'-0" O.C. 150'-0'* ---f ACE 'id 11111 1 a 1 2'-0 3/4 FACE OF COL. 3 7 _3 b L* rA_'� E--*- _1 0 O.H. OF COL -PRECAST CONC. QUICK JOINTS. TYP. t.Ft1r_6 3Z4 1+0 -6 3 4 a COL, TYP. C) E" 0 C4 V) L, �_-2X4 STUW LL O.H. ci 0 C3 C2 C3 C3 cm C3 C3 C3 C3 C3 A L;-.j T Ig L +=0 —0 rn STUDWALL 71 b 10 _j I lot, 10 -2x4 ,03 .3 _-CONC. A SLAB Ty 0. 0'-7 1 T41 TYP._ 2' 0" so. FTG.. ar--l" QUICK J(.4NTS, Ln 0 c-4 Lj A �D Q) 0- 0 m 4; — r.11 r__1 r__1 I I __ _r!1 r--) r In 03 C3 r_1 + r.10 0 Ea] up IL; r.n o N J L_1j_ EL El ------ 3 --rM u It k--FA(;t- - - L _A� b C:) 2 1 3 rA 1 OFC 2 �t'2'1_0" SQ. IF-G., TYP. ,--CONC. SLAB_4--� I I c) & t PCs I B In '0 C-4 3 In C5 4 1 6 QV_6 3A & FTG� �+Q'-7 3 r iL 3 =+O d o C2 C2 C3 C2 C3 L is C2 C3 C3 C3 M C3 r3 C2 C3 m C2 C3 cs C3 a — —c-3 _C3 C3 B 2 FACE OF COL., A 'FACE 3 3 3 -FACE OF COL 3 OF COL. .30'-0" 3 FOUNDATION PLAN B L.D G . — G 1/16" V-01" FOUNDATION PLAN BLDG . C M.. 1 /16" = V-0" LO 3110 -00 01 0 700 10*--0" O.C. 310'-0* FACE z FACE OF COL. OF COL. 70'-0" 80'-0" -Do 0 cr 3 F F.O.S. PRECAST CONC. COL., TYP. F.0.S. FOUNDATION NOTES:F 3 ,) 3 T_ - - -----]INDICATES TOP OF SLAB ELEVATION. C2 C3 ri m C3 C3 1. m cm 31 C2 12 C3 m A'� 2. SLAB SECTION TO BE 4' CONC. SLAB W/6x6. T=_T4 W1.4 x W1.4 W.W.F. ON 4" GRANULAR MATERIAL. to .4 1 1 + --M +0 a T - BELOW SLAB 0 MANAGER'S RESIDENCE. to El B 2x4 2x, STUDWALL 1" QUICK JOINTS. TYP. INSTALL MEMBRANE 0 .1 V) --� 1 ---2 0 x4 STUDWALL 80 0 CL STUDWALI.— u 3. VERIFY SLAB ELEVATIONS WITH CIVIL DRAWINGS BEFORE CONSTRUCTION. 0 A r �j 3 rn r"I z b Fop, L J 4 p u:1 4. 1" QUICK JOINTS TO UE INSTALLED 0 25' O.C. MAX. 0 L rbz CD P1 u " in SQ. FTC., TYP _W9513TUTIONS 9 CONTRACTOR'S OPTION < Ld ci 1 2 -CONC. SLAB-`� _j in I -CE-0 i ' A l+4'-2 3741 E 9 1. FTGS. SHOWN ON SECTION MAY BE REPLACED WITH A 3 C2 C3 m C2 t 3 ) z 0 C3 r C2 C3 tm C9 FACE ROUND FTC. OF THE SAME CV GREATER SURFACE A'.r_-A. OF COL F F F O�H. OTHER REQUIREMENTS TO REMAIN PER SECTIC)Nrb �. 1 4-=0 --0 O.H. AE 1 0 1`_ U 3 3 3 22 10 1 0 w 3 3 < 0 2. In QUICK JOINTS MAY BE MADE USING ZIP STRIPS 0 W FOUNDATION P LAN BLDGS . D & E_ OR EQUAL OR BY SAWCUT71NG SLAB NO LATER ILL a- F- THAN 24 HRS. AFTER PLACEMENT. SHEET NUMBER F.O.S.- 4 c 2x4 STtlDWALL S 1 BID FACE 20,-0, F.0.S.-----/ or 4 SHEETS El- NOT FOR CONSTRUCTION OF COL. MAW; 7 86076- 1 1 61;11 11111 Jill 2 3 4 12 NOTE IF THIS M I CRO F I LMF D 5 6 7 8 9 io DRAWING IS LESS CLEAR THAN TAIS NOTICE, IT IS DUE TO THE QUALITY or THE ORIGINAL DRAWING. 6C 62 82 L2 9;? S? 02 C2 22 1? 0? 61 91 LI 91 (11 t,I EI 01 11 01 6 9 1 9 S 101 E MAY 1a ._._ 1 � 1990 -WAWU v T' 'ps q�� OF F COL n i FACE K COL,____,. -____._-.-_-...-- t�2._-- VI' 210 10'._0" O.C. � 210'-0" 9'--9 1/2" . —_- --- - - - -- --- --0' 210 10'-0" O.C. •w 210'-0" F.0.S. + `-1 3 E ♦ +1 4 I'• F 1 -0 1 2 ....... 0.S. -.- -- - - - _-_ - _- ------- _--_— _ _ -- F.- .0.S. 7 L* K _ 2x4 SIUDWALL 4 Q ()ull 8 A _. '� o Z w Z .a ` ----2x4 STUDWALL--- I �V 4 -o-- o n o 0 u n o o a o 0 o I� o • 0 0 0 a a i Q Z M o + - 1 N _ g cl t)a i m '� E c z 4 +16'-11 2" I r� w W IN 0 LY!_ 17'-1 2x8 O 2'-0" O.C. W/ 1 '-5 1/4" +15'-5 1/4' Q o SIMPSON LB28 EA. -� - --L- , r �\ �, E n `� 4.- - - t 17 _2 +1 -2 1 I 1 - _ ID, THIS BAY H /� --F.O.S. L' Q ` �� b n I 4 +12 -11 1 4 12 - - 1 U < •„ • rho 2 0 -a-' o a o 0 0 0; o 0 0 o a o a o 0 0 o o Ur 0 V � �0 0 2x: O SIMPSON F26P -- I 3 - - - Nis o EA. END TYP. N S'IM. 4 _ 4 G c I (D Q In �»N Q N 4 0 -' 2 4 STUDWALL y r f _ � m }—�•-- o- —a-•-- - go, ca•s - --o-- o o --- -- o --a: -•�- --o---o---�----�-- p V Q] � p �,i O FACE 4xd FLAT, TYP. [j PRECAST CONC. COL C 15-0 1 1 - 1 -- - to 4 16 - 1 -7� 4 [+1 1 12 -6 1 _ 1 _ 1 �F4CE z Y X OF COL 1 -1 3 4 � 7]4 OF COL. Uf Q w dui o V ROOF FRAMING PLAN --' BLDG . F 86'-2" 70 10'-0" O.C. = 70'-0" 16'-2" m OF COL 1 _1 rRECAST CONC. COL.- -4x8 FLAT, T(P. F.O.S_ w " - 4 4 -� PLY. - .- t _- 190 10'-.0" O.C. 100'-0 t13'-2 1fZ" so'—o 4 _ 4x8 - o FACE .--2x6 No. 2 ! 2'-0" O.C. S1t1QSS - - — k2X8 OF COL t1 _d W/ SIMPSON F2BP EA. C PRECAST CONC. COL. p �P Y. FLAT — 2x No. 2 O 2+13'-9 1 L. F.O.S.STUD END, TYP. 2x4 STUDW GIRDER TRUSS W 4x4 IYP4T� 4x8 A , TYP. -*= 4 / � . 2'�-0" .c. w/� POST i EA. END A SIMPSO F26P- x O 2' 0'• 0.C. _ I 4 - EA. EN TYP., ____ /SIMP ON F I N --``-JACK TRUSSES c -° U.N.O. P �� -- L528 A. END D o. L FE i 2 -o O.C.C. ►� — x - 4 N 4 v, 4 _ 3 4 a o a v) AK � � 4 '� -----� a I 4x16 C o 0 0 0 o a o 0 4 0 0 o a a w o 0 0 0 4 z W -- I �, N P � RIDGE - N x = ,a TYt✓. �� 4A --HEADER 11 0 1 2 Ln ' ,��' 2X4 STUD ALL - 2x4STUDWALL4 BELOW, TYP. '_..7• w a o o S�.{j o� — ( 0 2x4 5 DWALL '� - SEE + - h < 1 ° Z +13' 4 1 2" 4x8 4 0 2x4 STU ALL FLAT, H E +14'79 1/2-/ +13'-9 1 2" F N +11'-s" +11 1 FLATyp - F.O.S. 4 4 - 4 1+11'-3 1 L STEPIRUSS HIP JACK TRUSS •- ' ROOF FRAMING PLAN - BLDG . +13'-9 1/2" 4 COMMON TRUSSES F.O.S. S-rUDS J H 2x4 STUDWALL F a w A 0 2'-0* O.C. _ - c 1/16" = 1 �-0" FACE 20'-0" 4 3'-S 4 10 -10 ? 2 4 • OF COL w o +11'-4- 11 -4 ROOF FRAMING PLAN - BL_ G . -SLOPES N 210'-0" -T- D r, 210 10'-0" O.C. : 210'-0" ---FACE 1/16 1'-0 R E FACE � w � ---- OF COL C o � !z�� X8 FLAT 2x6 No. 2 0 2 -0 O.C. OF CDL Tom'- W PSON F26P C PRECAST 2x4 a 1 W i E END, TYP. 4 CONC. COL PLY. � -� STUDWALL o o a S3o ^ # - _ 150 ?o'-O" O.C. 150'-0" �� ' r 1 - +- FACE t _ CPRECAST PLY. FACE +11 -4 1 2 � i1 -9 1 U OF COL. CIO _ W f • OF GOL CONC. � FLAT, 2x6 O ?.'-0" O.C. Wf - I F5 N Q A CAL. 4 SIMPSON F26P EA. END +9' 8 +10 -4 1 2 N 10,-q 1 � A I 2x STUDW LL 4 4 - - Q.-- _ -4x8 FLAT ♦ 4 4 0 o a o 0 0 0 0 0 o a a o 0 0 0 -- t 4 TYP f--i M N c — - — :� �o o RID 4 1�-- +10 -3 4 4x8 FLAT, 1 - - uj - - - - - - - - - - - c 4 — - --'�— P DICE 4 - — � n1 4 -f— - - ----t ---.- - —�.--- -----o o w I o • o a o 19 3X 131: 1 o a o 0 0 0 0 o g FA 1 -3 1 4 -r 4 — b _ i 7 �' _ INSTALL EXTRA Q � OF OL A 2x6 RIDGE- 4 " — ' x I 4 x � 4 4 1 4 _ - ----o- x8 FLAT, T`#?. FACE w 4x8 FLAT, TYP. D C FAC£ p C OF COL 30 -0 FACE OF COL. OF COL 1 - 4 4 +9 -e 4 4 OF FRAMING PLAN -- BLDG . -- G ROOF FRAMING PLAN BLDG . C, r 1/16's = 1p-0" _ o z z -- ---_ _- - - - - _ PRECAST / �. FACE - _ _ 310 10'-0" O.C. m 310'-0" - - - CONC. COL. v OF CDL 4x8 FLAT ,2x6 No.2 0 2'-0" O.C. -- FACE -_ OF COL � TYP _ W/SIMPSON F26P EA. END, TYP. !�- D C PRECAST CONC. COL:------, + -� RQOF FRALiNG NOTES �-- a /--14x8 FLAT, _ 4 __ 4 -PLY. 4 - 1. INDICATES TOP OF - - - - ______.�__�� -- o �¢-__�----�- I - A PLYWOOD ELEVATION. PLY.- --,,INSTALL 1 _ 1 2x STUDW LL 4 EXTRA x _ ui - p 2. ROOF PLYWOOD TO BE 1/2- CDX • 8 2x6 0 RIDGE 4 -1 3 4 13 1 3 4 N \ ,,( e� PLYWOOD W/tOd Ow6" O.C. rn Z I of I — � ' x6 FLAT, TYP. EDGES k 10d O 12 O.C. FIELD. Z � 0 o ! 4 1 _ - - +— ♦ - --a - - ---�- - —r- - - -o~-- - -�r- -•- _ o --�_. —.- -_ _ --�- _ _ - • -♦ ---•- --- - --moo Ir N N / B 3. CONTRACTOR TO USE SKEWED HANGERS _ J _ LLJ ~4 3 4 4 2x4 5 DWALL w RIDE _ N 1 - 1 4 IN LIEU OF HANGERS SHOWN AS a2x4 Q x I STUDWALL C� —'-- 1 t0 � �. � 4 � REQUIRED. A z U I 4. 1----INDICATES TOP OF I I S --- o---��-- +a--- Q --�---o - o---�--- -_ --o.----as----o -�-- -•-o- PARAPET ELEVATION. 2x6 No. 2 0 2'--0" O.C. - --- "-FACE +1 _ C D 4x8 FLAT, TYP. --1 �] -r--. W1 SIMPSON F26P EA. END cy FF- OF COI.. Typ � Ly„ � �) (C 4 4 _ -- -�10' -1• -,- 0O --- A4=..1� ROOF FRAMING PLAN --- BLDGS . D & E S"EE NUMBER 1 /16" — 1 '--0" — K 2 FACE OF COL--f '4 F.O.S. OF 4 SHEETS - , H IL1 S i --- NOT FOR CONSTRUCTION 86076--2 . _ , '. �I'I�IFIIIII^IIIIIII'1'I'�.�'I'I'III'IIIIIIIII'IIIIIIIIIIItIIIIIIIIIIItIIIIIIII�IIIIIIIIIIl1111IIIIIIlII11111IIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIl11IIIIl1111iII�IIIIIIIiItIIIIIIIII�IiIllilill ► � 1 _ NOTE: IF THIS MICROFILMED ( 2 3 - ---- 4 5 6 7 — -8 9 — ID I I I�^ DRAWING IS LESS CLEAR THAN "-' -��'--�a- .. THIS NOTICE, IT IS DUE TO THE DUALITY OF THE ORIGINAL DRAW ING. -- AE 62 82 LZ 92 S2 02 Ez Z2 12 0? st el LI 91 SI t,I 61 21 II 01 s 9 L 9 S b E Z IaaM 1 ��u�unlunlunliin��I�Iwilnnlui�inllttttllllllllllltlltlllh�1111�tUtI1111�U11�IIIIIII IIIIJULUIIIII III 11111111111111In111111 IIIIlI11N�I111jUlTIIIttI111tIIIIIIIWI111t�IIIIIIIIIIILIIIIIII�IIIIIIJII,♦IlllllllJlillWtllJllll�ll�l11lllllllillillllJl!!IlllllllllltUlllWIl111 MAY 19 9 0 I \ C-4�� SE� CoQ PRECA ST CONC. COL. I�rOT�� iG � L Iv ,:. .y SEE I -UT5ICE FA•-E NGT •i,�W - -� I1 ( STRUCTURAr SPECIF . CATTONS _�_ /1 7 _ �� W:�� FArI. OF CGL. 3 TI-11 PLY. Pl wwood _.T — -- ATT-plywood shall conform to U . S. Product Standard PS1-74 , American �nly ;� r • Plyw,Dod Association. Each sheet shall be stamped with the PS and/or I.L '.� ►`1 �t tt 2 x4 RAMSET TO APA grademark . BLDG-5. C,D,E SG _' i i X. vel/ IGd C ;:,t,�.c. COL W/16d ® 16 O.C. Roof Piv_ wood � 6 SIN• � t _4, ' -- '�-= ~' � BLDGS. C r7,E dG ply type, CDX, Group Identification Index •� -`.r�L - Shall be 5 1 interior t p O � ��OGS• 1--- ( 32/16 , Species Group 2 or better . � V A, E 3 F 1► Er _t-I•►r1 FE R.-' #6 MIN. 6 L O G 5. E Y F (n Z W ^� n E TAI L I �P �.• RTOr�L) UJ ------ ---- ---- Wall ^lYwood 0 R\ 9 � M a E E .�K�-N. IBJ►+E RE, `--� Q U1 ' .M 4 I''• I �-G'' 3 _�; �� P ��L,R� i �'- - Shall be exterior type, T1-11 A-C Species Group 1 ,a: -n W �J ISE , T • ' I SLY. grooves at 8" O.C. - - In Shall be 4 ply interior type, CDX, Group Identification Index a �� Qus / 24/0 , Species Group 2 or better . U All plywood permanently exposed to weather shall be exterior type ► -� � -� - plywood vs. interior type plywood as referenced above. cm DETAIL 4 maul vmcnQ / I _ oa All plywood unsupported eages shall be tongue-and-groove or supnrr ,eki ► with _' 1a - blocking, plywood cleats of plywood clips. TI-Il PLY. W/bd GALV. C�ISING NAILS 6" O.C. EDGES F-.�m1 �: It 5d GALV. CASING NAILS (1 12'� O.C. FIELO 3i,.^.GJC A - E;�GESj Douglas ^ Ir Coast Region , conforming to West Coast Lumber Inspection 'J i > m v = rWM�J ! I I!�Zi '=ureau Standard Grading and Dressing Rule No. 16 , as amended to date . I u► iZ 9 Y Q w - � < u+ < -"'"' �t_ 'ZIti1F ��` ~' '. . 2x , 3x , 4x , plates, joists , purlins and beams, No. 1 ( 1500E- �u.� Sc�_TICIV T__ 3 b) , Para . 123-b, unless noted otherwise on the drawings. �EtJTE R CN L T 3 _tv `•_�� _ l , 2x , 3x , 4x , joists, purlins and beams, Dense No. 1 ( 180C`F-b) , I m -• 1 I � 3 3i''_;..Y "''END 'rW?v 1 % I �C --�-J 123-bb, where noted on the drawings. I - - - _ 'r IN FIELD I 4x FC�r ;r _ — r _N ' - " �•ca s I �1 3 . 6x beams , Dense No. 1 ( 1550F-b) . para 130-bb • � IIS_ ♦ � r..r_ � _��--_ �I '� J,...I� ��16..� •..+ ^� ��•� . -�, a ��TT t • `-.=-r - __ w 7tt .,I _�_ ( � �1,a(�; / c(�3 � .jl0W �,�,.�� 4 • 3x 3x 4x ledgers, No. 1 ( 1500F-b) , Para. 123-b, unless w, ,EE FLA" noted otherwise on the drawings. - I ` _/�.�.- �. S, :.J'-i•.... " 1• I T• 1 ' ' ,/��+i%r :�� 5 . 4x4 oats No. 2 _ ► �l _ p ( 1000F-c) , Para. 124 c, unless noted 14, -T FL'�5T-rEN — _ _ _-�-- -- — - - _1 � otherwise on the drawings. n _ '�•l 0P1 �d"i-CN1 ? =� ILL Esc+-,c►. �I ' ' '`� _ _ 5 . 4x6 posts , No. 1 ( 1250F-c) , Para. 123-b, unless noted a is I -- otherwise the drawings. +fel I Z to ! '� EQTIti� +^-�. erwi se on IBJ _ `� ' . 6x6 and larger posts , Dense No. 1 , ( 1200F-c) , Para. 131-bb. o � + 5^C;a.,t�+ c , ' ��► �'" 8 . 2x4 , 3x4 , studs and blocking, construction grade, ( 1050F-b) , d _. I ION A Para . 122-b. t�1 �1• 1,-O� 1 CL , `� I v -� 9 . 2x6 or large. studs and blocking, No. 1 ( 1500F-b Ara I r I I -G _O,+ J. , I b I I -O -3 - J '�1' °.z-Tr�' 1 0 . Foundation plates : Pressure treated Douglas Fir . ( I ^ p ~" All framing lumber 6" larger in the least dimension shall be F . O.H.C. O > y SCG-T' tLight ;a e Metil Connectors . .1 COX ='_Y W/ Groin 9 9 � M1 IOd Q b'C:- ED6 / Grout shall be composed of 1 1/4 parts Portland cement , 3 parts sand . All light gage metal connectors shail be Simpson Company strong tie s IOd BIZ"'�C- FIELD =X4 � _�•-u _^,.` I i The grout shall leveiop 3 minimum =umpressive strength of 2500 psi 3t connectors , unless noted otherwise on the draw: ngs . st.'�G+C.•+►� ��r~S _ - 25 days. - a „ �iAL JQINT Roof Trusses _x P.T. V'.A /2 Exvansive Grout. ;Aar Expansive grout shall be composed of cement, sand , water and 1 . Roof trusses shall be designed and :manufactured by a franchised �S _ C�N_ 1�L. Intraplas�t-N exr,andinq grouting aid (manufactured by Sika) . Expansive gang-nail :-russ ,manufacturer . W i?3 SEE �\ i I I I grout_ shall be proportioned in accordance with rntraplast-N 2 _4%` E'''�- - .� ter._ c►,p�^, `3� '-' I recommendations and shall develop 3 minimum compressive strength of 2 . The contractor shall submit, shop c :3wings for the wood root �-- 3000 psi ? 28 days. 'cusses tc be installed as shown on the Contract ar3wings , Q 3a including layout , size of ;members , and connection details. In Structural Steel and Misc.cllaneois Iron - :ASTM %- 36 , in accordance with addition to the above drawings , calculations showing all stresses gap S g T RISC Speci icitions . AI r stzucr-uzal steel and miscellaneous iron shall and deflections caused by dead and live loads shall submitted to V me fi o the engineer for review. Drawings and calculations shall be 4 ' .,,_ r. cei �e shop prime coat . 9 9 1- .t _¢ Tf a e6rr-, r! \ I I I signed by a registered ci•iil engineer of the State of Oregon .'5 IRE FE r-L..�.r`. - — _: 3 1�5 T ^____ r I Macnine Bolls , anchor Bolts , Studs and Thr•2aded Rods - ASTM A-307 . Ili" T J Wood truss design and construction shall be i❑ accordance with ' I -3� LL I / ,.' i �I welding I .C. B.O. Report No. 1329 , and applicable requirements of the 1982 ! all welding shall be performed by certified welders per AWS "Standard J .B.C. I WALL �I �•`; y I I i I )ualification Procedure" to perform the type ole work required. All a ` welding shall be in accordance with AWS Weldincp Code. Arc welding 4 . Roof loads shall be as follows : 4) •".;�� - N electrodes shall be E70 series . Welding shall be done in an I .C. B.O. ��at certified fabrication shop. Shops not I .C. B.O . certified will be Dead Load 15 . 54,1S.F . ,� w,. -•y 'S• ::.R. `narged for all shop welding inspection required by the Uniform Live Load E -_T ori E __L---- � �_ _ Building Code. Snow Load 2` 1/S.F. r ! „ I �a S . Truss manufactures shall obtain all necessary approvals from the I C� 3 3' �� % 3 TIE_ , �P di_ Jr 3art:iw0rk public agencies i •ivolved in governing construction. QFC ~A Earth-rwork shall be in strict �accorjance with tl-ie recommendations of the Foundation :nvest. igation by Terra Associates , Inc. dated August 1 , Concrete FOR NOTES .9g2 • A concrete shall have a ;minimum 28-day compressive strength as listed '0.".. I'-,'�' I NOT :N04t/N i below. Maximum water-cement ratio shall be 6 . 25 gals. per sack . Shop Drawings for the Engineers review wi 1.1 be required as follows: I ;Maximum aggregate size : Footings 1-1/2" , slabs on grade , precast _ ! columns 3i4" . Slump shall be 3" to 4" . At Contractor ' s option , 3% to Reinforcing Steel ; 4$ entrained air may be used in the slabs on grade . Manufactured trusses ; 3 . Precast Concrete columns. Footings 2000 psi Slabs on Grade 2000 psi / 3�ICL Contractor shall submit two sets of prints and one set of. sepias for Precast Columns 5000 psi F, �� t —I review, F?brication shall not proceed until shop drawings have been 13 reviewed by the Engineer . Precast Columns j �j��--Tj ��r .� � � '� �'• Precast columns shall be inspected during fabrication by a testing Z TiES agency approved by the City Building Department. Copies of Inspection r / I II I � I � _ •\�,�i I w4 Construr_tion Liability Reports shall be submitted to the City Building Department. II I � � Ij �i.� I I• Construction contractor agrees that in accordance with generally �a i I I �jG I I (6 TGTAI.) accepted construction practices, construction contractor and his Reinforcin Steel _J C 11 I it II subcontractors will be required to assume sole .and complete Bars or reinforcing shall be Grade 60 deformed bars conforming to ASTM 11 II tie D responsibility f,)r job site conditions during the course of A-615 including Supplements S1 . Lap splices shall be in accordance ►- ---5 '� G'`''ELS construction of the project , including safety of all persons and with ACI 318-83 unless noted otherwise on the plans. 13 and #4 bent w v�l property; that this requirement shall be made to ,apply continuously and 'pars to be Grade 40 deformed bars conforming to ASTM A-615 including n ,�I not be limited to normal working hours , and construction contractor Supplement Sl . "d �- 3 CLR. further agrees to defend indemnifyand hold design rof._gsional Z _ r--CONTINUOUS harmless from any and all liability , real or alleg,�c: , in connection Welded Wire Fabric - ASTM AI85 + i - - --� �� F TCv.A150VE with the performance of work on this project , exception liability F- — --�--- --- --I I-- __ — --- - i - - �'— 1 fi- arising from the sole negligence of design pr �tessi •�na1 . Slab Membrane Sisalkraft Moi stop 2 . V Ln V-0'► L�,P W = v ;SII -�- � i i- _ � �� t•-- � � O j — -- ► f If LL 0 _ 7 Z /. -� SEE PLAN 3 TIES d,_�• CL JAS (�__-_- _ SHFFT NUMBER E �-- I 10 N 5ECTiON I� - OF 4- SHEETS �-4• . , �� lII_�, BID SET - NaT F7_0 K GON5TRUC, TI ON - DRAWING NO. DWTOMCM-POST PWCWOGM wo looasa �- .- .. IYM ..--. :Y .., _ .__.. waw v.�p. .,_... ,...r+r,YM.M• I F - .q.,�,y�..,.r.••.,r. ,. .. ,, .. ..+. :t•... 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CHH SSI NCS _. -IU - �- ��.. AS NgCI(,SBARY BEFORE C0)NSj,ltU("I'1()N 'TO PRF;VI?NT GRAI)IC AND A1,I41NMEN9' C`ONI�I,I("1"; , 141C)l'EM' EXISTING UTIVITIMS AT ALL TIMES DURING c ONS'1'RU('T I ON . DRIVEWAY TRANS, TION AT ✓ � 3. ALL CONSTRUCTION 1:, '('O 131. '1'O 'TFIF; 1980 0119GON CIIAlrl•KH OF ,,.�,/ BLDG. FF CROP (typ) APWA SPECIFICATIONS AND CITY OF '1'I(,Alt[) STANDARDS Plc I VATS 51()ItM DRAINA(,F:, SAN 11AkY 5Kw1':It AND WnTF.it ;,ll/1L1, YF;M`I' (At )N r STATEPLUMBING (:ODM.. 4. USE 3/4"-0" CIMSHED ROCK HERD I NC, ON ALL UNDFROI(OUND l l'T l L l -- )� T I H.S. USF 1*"_U" CRUSIIM.1) HOCK BACKFILL ON A LI, UT I L I T 1 ES WITHIN PARKING ANI) DRIVEWAY ARKA AND ELSEWHEME AS DIRVICTRU --- ..� IiY FNG I NEER. BA{'K F I LL OUTSIDE IMPROVED nRNA VAN HE SUITABLE ,J �(, ( ,a, �. �.• �"` "'---- - ._.._ � NATIVE ON COMMON MA'TRRIAL AS 51 14CI PA H) IN AIWA SNCTION __._...,__ _.._.. .. 13 VIC WIT -* MA OTHERWISE 5. ALE, PUBLIC S'TMM D RAIN PIPE '[`O HI{ C()NCEtK'1'F (', • 14 ('LAS:i N.r�es [1Gl{ CUP UN1 K?3`3 N(Yl'h:1'). 40r CMP TZ OR r LfINI.I) CONVEYANCE' MATE'D 1.2 GAUGH E.. O 11AV1': SAME ONVEYANC FAM011 AS CONCRICTM FOR AL1, PIPE 12" D I AMM'l'Elt OR GREA'Tlr,It. 6. ALL PRIVATE STORM DRAIN PINI.: TO Iiia C,'ONCRF:TE (' 14 CLASS ) ?. OR PVC CONFORMING TC) ASTM 3034 :SDR :35 ()R AlITM F 789 1 (T-1 ONLY) . PR I VA,rE STORM S Y S'TEMI SHALL BE NATIR11T I G111'. iii h • °< h 7. ALL SANITARY SEWER PIPS: 'TO BE C()NCRI?'TF:, C'--14 CLASS 2 BELL ('� rt1 �- c' ''�►.-- =? f"_ �,,. In) / ANI) SPIGOT WITH RUBBER RING OR E►V(' CC)NE''()KMING 7'U ASTM :1034 SDR 35 Olt ASTM F 7119 M- 1 ONLY) . n� LL ;� � 8. ALL WATEsRMA I N PI PF TO 131•: CLASS .52 DUCTILE IRON WITH '1'Y'I'[)N .JOINTS. AIA, FITTINGS TO l3E': FLANGED ()It MIrC!1 r►N I('AI. JOINT AND ;',IIA1,1, BE OF CLASS AT LHA;:'T MQUAt, To THAT OF ADJACENT I'IPF.. ALl, PiPF AM FITTINGS TO RE CKMKNT mok,TAR �aac vim- {�. •.c, �:2�,t ._p% .1�+�" ;h \ m� • `/ 1.1Nr.D. El =J 9, THE CRU811KI) ROCK HASE AM PAYING SIIAI.L BE ('OMPA('`El) TO CL 3� / ..I / ,► / �� 95`,t; OF MAXIMUM 1)I{NS l'I'Y , AND A:iPIIAI:F' (:ON('ItM."I'E. SHALL BE COMPAMED TO Iii% OF MAXIMUM DENS E T Y , USING MSTM D-1557 • l�J7Otat� .2 4 ' ��; - �'S?'4' f"F:737.. 5Cl OR A:SN'Tt) T'-!SU AS A STANDARD. ^.t_.if2es y:Q / 10. SHE ARCH i TECTURAL PLAMN FOR FXA(,"!' U[MENS I(INS OF PARKIN(; 1 STA h?.S M .D I ANS ETC. . II e 4v ,j SEXI.J1K��•`iCAJ,F: ARCHITECT'S PLANS FOR PVC CONDUIT Clt(),S:i[AI(i5 IN DARK I NCS WTS . � 12.�\ BENCH MARK : G t'!'Y Ula T EGA12I) hEtAS:� I)1NC SET IK CON('Itl?'TF: HIGHWAY. h!. URB Al SOU I'H1a11( ,T CORNER OF S. W. PARK STREET ANI) PACIFI(' F I(' -2l 4 .:35 El (, I o� FE �23?. / r Ut- / 4 / } AV alp ,> t 1 ` `►�N , _ 1 w A uj — F F 4^41.41!5 -�j c �s l PAVI WO / it Jl�' ��' s'dd'1' cQ.� �,F•y�1 ,,,,1�....-.i �,,. 't/ �... 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NOTE: !F THIS MIC:R{)FILME4) I 2 3 4 5 6 7 8 9 I'O I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — — — -- --- —— — —— Otr 62 92 L2 92 S?, 02 r2 Z2 12 0z 61 91 LI 91 51 bl Cl 81 II C' 6 9 L 9 S 4 C 2 lo'ritaw f tau unlullluulunlnulnu111n111tIIIlulllnlunilllllFUFItIFIIFUFIlU11111111IIIIIlI�IIIII�1ILuEIIIIII�IIJInFIIIIIIInIIIIIIlI111I�1FttIII1ll11L+IFI111FnFIInFIu[IIIIIiInFIIIuIIFIUIIII>)I�llllllllllll(ll1111u1�E1llIllll�llll�llllI111111u1IUl11lEUIll►lllllll11111'+111IlwIIIF► � AY � � . _., 1990 s., r 'r., 1 � C �k i drol- ' i AJFc. s. Er Tin I � t 'AA �'�'��• I!�' �/ v��l. v rJ EL Tom' �� ,-- \ •,�, ,/� :_ C)E T E UT t O Iv L.1 U K.1 r--;T-14-D ti rix r n - 2 NNI �� a _.. - O/W SCJ�F'fAGF_ ✓y��'s" c'.s�c',✓1 �� y ` C/RFAC£ - IA OND PLAT IC E r��r� L10 II U� + • II,„ ,o` �t -/O 44 SEEL TiY9F" fir. . ! '.� r .<r� I A.SS i' 7�'' .E�L�' .4/vc't✓.."�4'�L� 1 r ' i � _..J 'f �E Cup•7 f f:._,�. ,-�� --L� 11"V4 49!- (L t f [ i -v r t I ! I f ''� L-_xl��-.�T c:7�...-F� ' � �" c>i.�i..,EG.r T-�'� �C'• lir4 r:. c" ft'. ��L'� co �.,1�'"✓i :.�G.-lE � x t J \``\ � o iQ M ("NVca v ,Poe �TR1F- 1<_:L_ L_rtiiE LC' �IRE� (r,��is 1 'Y;yA• � cCt..'. ` w rx •.w TRA PFI-) INLET DETAIL � N C 7 _UN BGam.D� TA 1.L � I I\•.J 16 UJ + _ J"'�F�� _._._.. _ (- t —I Y� G L.-) I f V I •l.: 1 } 4 �\ � r � ,N- � � �I� I i a 1 t _1 i �� _"J1�'�:�I•�`; ��i ..�'_ E�.:.).M:? `I'�f.'..�--�'K'�r:.7 1 A...•I!..�E:::: T.. ,. - , , . i ' kP i • h r.. . � � � � i ,� _ i r P .� 1• t:' A w� . ,�+�.` (..•i r "Ay I r........� I ` \ I P. . i \I VE r:;ZZ _..�t Z to u r . - - . �rte:► � _ 4. a a�.�...__.____._-._..._"•,�y i�'�~A"r'• 7t�'c...�.��_iR�_-.,..•._• -.._-_._�..-.-._.._�_.. ._.._ � � ,� f"' � � r . _ �� I n �X1. f•.'� I .. � � r F I f : p t10 - r_ _t- n Tt E` 'rL Al 1 err ` ' i � I <<1O,S.J.2 ti�!i c:!c .`%'I % �/. h. �. rj � .. - i _ • I,i' ' � j,.I .`, 14 1 L y .....:..... I .. .11R r.. � ♦ �. �. :: �i..1��1fIPIM'M.. j�l�� n-T^'1 1..'^l:..M... _ _. '�Irlrl►I�III�I�Irlrlrlrlrll.��IrIrIIIII�I�IIIIIIIrI�IIIrIIIIIIIIIiIIIIIIIIIlIII1�rIlIIIIIIII;IIrIIIIIIIrIrIlI111I111IlIIIIIII�II�II�IIIrlrlrlrlrlrlllrlrlrltlrirll�I�IIIrlrlllrlrlrlrlrlrlrlrlr�l r. . 'Ulm,NOTE • IF THIS MICROFILMED ►..�...�— ..._ 2 3 4 _ 5 6 ] g g I Q I I 12 DRAWING IS LESS CLFAR THAN THIS NOTICE, IT IS DUE TO I =' THE QUALITY OF THE ORIGINAL , DRAWING. -- --._ ---- --- 1 Of, 62 8Z 12 9Z SZ b2 E2 Z2 IZ 02 61 91 11 91 SI bl fil ZI I I 01 6 9 1 9 S b E Z !"•l'" I.---1-- f-'-.'----I -- f I-. �rlllunllnlluulrullrnllnnlnnllnllll,IIm1I111111111I1IuI11t1I11�1111JlIIIIli1111IIluIIIIILJ UIIIIIIIIIIJIIUlIl1lIIIIIIIIUIIIIIlI1 AllI�UL►IIIIII1111IIIIIIIWIIIIIIIIItIIIIIlmil111U1111Iiill�llllAlJlJllllttl11111111111!!llllLlllL�IIl1II1111111IWllLU1;I1111III11IIWIIIN _ MAY 199J 4 cry f ELECIRICAL SPECIFICATIONS I. Provide 200 ampere single phase main service unless noted otherwise. Provide 400 ampere three phase main service at any building containing an elevator. 3. Provide 100 ampere sub�3nsl and feeder as required for each building or group of buildings. . J. Provide wiring for two (V signs and time clocks. 4. Provide low pressure sodium fixture with lamp and photo cell installed. Fixture to be installed on 2" pipe 5 fest above roof on photo cull ti(re clocks, or other approved installation. S. 1-light 40-watt tubs fixtures, with lamps, in hallways on 10-foot centers, except 2-light, 40-watt tube fixtures, with lamps, in hallways with 10 x 15 units each side, on 20-fout centers. - 6. 1 light with bulb installed and one switch In all spaces larger than 10' x 151 . • locate fixture d' from front of space. Luca to switch near door. 7. Poli chain fixture with lamp Installed in all 10' x 15' and smaller spats& with exterior :oors. locate fixture 4' behind the centerline of the dour. • 8. Pull chain fixCur•4 with lamp installed in Interior spaces 10' x 15' locate fixture 4' behind the cantor Iins of the door, ur as indlcated on electrical plans y. Sjngle circuits to contain a maximum of 16 lights In storage untt � 10. Ail hallway lights on 60 min. mechanical time switches. Use 3-w#y syste , -hcn !/ --•.....,r.x hallway has 2 entrances. I1 . All time clocks, slectrical panels and subpinsls to be In cuuvwn hallway or m o r exterior mounted. m O Y 12. Provide one spare 1' duct between each building for future security alarm wiring. H ' a Duct to run parallel to electric paw l runs. BLDG. 0 � _ _ ^ � ' 13. Provide outlet In each interior hallway and one In manager's storage writ. I / I / 14. Furnish and Install all built-in electrical appliances, Interior and exterior light fixtures with lamps Installed. Refrigerator, range, air conditioner and fans to be furnished by others, but connected by Sub-Contractur. I / ' LUSTRA - L0025- 55 U-11J PRE3SURE SODIUM j / 15. Apartment wiring Is to be sized to limit voltage drop to 3% at designed load. EXTERIOR LIGHT; FX-'URE ( OR EQUAL) 16. All wiring to be sized to limit voltage drop to 3% at des,gncu ;aad. e17- Electric gate wiring and conduit to be located by Publi,: Storage, Incrrporated / and installed by Sub-CcontfaCCor. 18. Provide 125 ampere ; phase service; to equipment room at any building containing 1 -- an elevator. I LL r 19. Provide an alarm service conduit from equipment room to office at any building 1 / containing an elevator. 10. Provide outlets and conduit to accommodate firs sprinkler monitoring system a if building has firs sprinkler system. r a , 21 . Provide 115 volt , 3 ampere service l'or landscape controller. i 12. Bulb sizes to be as follows: n/ � ri STORAGE UNITS WITH EXTERIOR DOORS STORAGE Ue11T5 WITH INTERIOR DOORS % , , 5 x 10 40 watts 10 x 10 40 watts W / 10 x 10 40 watts jf a 10 x 15 60 watts 10 x 20 75 watts 10 x 25 75 watts / 10 x 30 100 watts 23. All electrical construction shall be in accordance with the current Natiui.a) Electric Code. CC: � o b� D CL cu CCAL t i � ,r L Awl -4Z mi Z [L �. IL J m i SITE PLANW/ EXTERIOR LIGHT FIXTURE � • BLDG. A Li 113V i SHEET NUMBER E-1 OF SHEETS DRAWING NO. t)wwirN-PORT RFORDFA No 1000148 t Now e ' i . . M �..L .'._'Itl1 IIIIIIItILII ,Ifl1�.'.Ii.lflllllll111I1IlIlIII ILII,IIIflllllllllllll�l�IIIIIIIIlI111I111I111I111I i�ililllll11111I1I1I111I111II11I111I111I111III1I1111I�IlIIIIIIIII111IIIIIIItI111I111 2 3 4 5 6 7 J8 Q 10 ! I 12 F N()i E: IV THIO M IGROF I LMED -wrr..`----- -� --•--- -- DRAWING IS LESS CLEAR THAN ter. TI1IS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL OtE 62 BZ /Z 92 SZ 0 12 EIIZ P? 1?, UZ 61 91 LI VII SI t►I EI ZII III 01 6 .'--.•'8....1..•1 9 S t, EI-. 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Sr: 4lStir <7IISEe'l9 f T Mf 1 n CA l i C'C. < ,_I; " $N " �t . A i w!';.c'Never ire 1 ->r:'.e. . i`Ji : IY�::3 t r:, rt. l, 1 :J. . i3,,t f r a 1 rh,.,t ,is not. in g u o d n r, ci S' t t': lr E v'rdt .; $"Jr"i ,1 f 1,0 1"t, nj i i.` SCIr?ii a P1.ant.it'q aroas will jjave.! r. gl ]. ) e,,,ed by others prior ,tai; l'andsrapin'.;. La,atoiscaping sri.aiI :irlc,iude fin. shc:d grades and even dist.rii)uti ;rn of wv,5oil tc ,ijeot, j�lat.tili.; te-4u iroinents. Addy t:iunal t t:ir; ;oj.1 where, reg uir.ed for mounds or fi 1. l tr'rl 6ha l l kit: .,uiapl,ied by the LarLds,:-�.•at+ Lr1(x Gontra("tor. Gr;a&-: and :a1cul;rrR shall t_',e as .i.ndicaI od by tho dra ,,tings. Planting t+t7-u gr'4deas shall 1-•e approximately 3 1I .� :.o -, inches Del(: w •ad•) acevit i YValSCEr, 1JaVjT1�1, f- .C :LShed gradei1.I;E'd , et'i:.., to ct1. 11'1k' r'C7r bark � 1 a ,pli.ca} ior:_ I,i wn at:eat, shall be ,Apj)r ,:)xJ wat.ely ono :in :t/ I),,. I i.-',w � adjacent w,, I r;._ , p,<,v i rig , etc. Fl IrJ srt qr adi ng iba i i:etJ .:`rte a l J + r t df'.PrOlsS],0l,F l.'4i' i[ f`el`t to pre vj.1`J1 pos— ive drril rla(q till iill[�t1C'.:f i tt1+ area. + ' HFr"t)JCi(je F 7. 1 .]i t() .,oiI ;)I k:i`�A1.,0t ; n . 1 1 el ea ; !"lU4v F11I r"9 i' I I ~ � h ,..1.h r. f�quaIJ in gt ( w ,. t i:c ate ! with a a , or, �. dance wit tt e .eta�Iu f:+:,c,t urcrc° � r..lt.r Lir t. ' c.t1:;. � 1 $0 l pL'e_Eal.ation: Work al l C11:Pa, by rc + c,+til li llcx to .z ma ,_i.M,A_ . R�wC► S l7 lC� 1,Clchen. Remove a1'1. storit sticks,, mol k.at , lar coots, mat t er(irr .moi Tz WG; ha l l ire or J hom gereous f i n, e: r.ct;:t: . A L .,tie1� snll^�. itII4� itlt.11 compac t area provide smoc-,i :1:iris ,rant„�I r'1 rltrin_c� ilalcs: 1 :Iy au a:i I plata. 1c',_a t:1 X11 and ex,:avalt +.: a 11 6c7i f roto piat,t:is1)9 1 1e s t.a 2 1. 2 t.. : In ; r+ rgest . no r as 1 1 w ; dt:i1 ' . Lo s1n sn1 i 1. nsiae b,at_toty of t, Dispose �t :rYr "�u: - 1 ur•� deer i;s fr'?C(i Cf � '•' •! 4c'31;N1•, and '/1111.:, '. .'I1y aL•r'' iC .., .':Ir',q c:lrtil..nag(-.' Sboil Mix P,.rep.:ir+:' 1X J . f 'l F+1 .Itlt :L Ciq, iIOlE b ( � � + "l £ii tta IYiit1. ;n t:t)p so.i.1 010 '-'uii 3+'2 I "', `�.Y 1^{ pal:ts Ci,.�7+.tn(t i'ark , 1.r'4atpd t",=tw:�,t'_ t CJI' approved C7T"c': li.._ it.at t 1 R i �$rt ["•�j�(�rJI i:' . M :C1.W i'".anLal'(_' t t . I I .�X3�:)zcjughly rr,._ :c " `� idYli,�,ng 1-cle a::C i3 l{� fertilizers at }'tit? J_r3'. r? r Jti'2 i °S.hrul )s. 6 b. 'n ant '.�� to '1'r i 4' . Iki»1I1.1_ nt: CII �1 - ;.� ,, 1 e ti , ` !� _ V E •�[ , ,r + � � �,� f:V ., r c, F ar t ' ,111, Ltd c-'(1 al' 1�I ' r{�'� Eli. I! ?cr;f :e tis°c ---Ii fa a c-h ,•'1 e i to ? 1 I '. . V 7))..,F). W}, r i l 1 `••.. aN _.�-ta....w� _... .._� .!_._ �.,rYR,�r ._. f I „ , , L! W�. +. z t)rQyurnIV. F_,.- .�' 1'F,71 3r.e a Qun+l 1 ,.!tr tL; 'hold L• ina1 t3ra,a L u 11, .}1 t: '�" � 1 _ c” stwr'. OLi: :� t .3..'ad z! , n:_t r,. F':i t i. LI_ ,. • j , �, Y'IC-+e..ifa tliit_.a r+• 1�xf=' wa Y 3t'4Ak ,ng 0 1 r �- esak.e 0r +I;..v + , i r.','ee s. k�V ' �iF'•_§'gr's Dc, gl ,'is Fr, rri,n. 8 it. Yt71 stained e:a.' t.r '. TrE:e i . :.L:. 'hall LAE t t re r' a- 'a, (3'..::1 c�; _ ^ :✓.•.ti wires ,�3. h ,>,�k. (*+1n. .. t s 4I c�Ilt'�� t: wit- .e a _ gauge wire, ,,i i. garden hose. r t '111 vt: d r c, s f , ►'•� , ,r t/t-� 'll F.,1 c Co V. r'1 iiC+S PA'ant. :: 1 cover s thr,)uol'1 !-i';Yilti-r:+ e_XC3 i... ` '� A.� time '; r ,. ot spread and addinq roil. mix �- Wit. •� � p :-il '!ri,und ,�:e with _ommer'cia.� ��+,�► 'i r • - plants 1. cover a 9s at 12 lbs, per , 000 s .ft. 1 � I �Igs: Mi ciwa', through t: .e growing season the plan';_ings shall inspected art.*" -efertilired and any needed repla- cements made. � tso, spat, c'rtsplicatiort c?f Round.-Up (or equal) shall be made tc ¢ . ! t] : areae- show.i;r; ---ny growth of weeds. �. leaza-U13; At. ;;ornpleti. ,n of work all extra material , supplies , equ pment , ,hal :i be remcved frcm the site. Al l walks , p�3vi.z:g, w_• other surfaces shall 1,e swept, clean, Mulch areas shall have debris removf-d and any sci 1 cleared from surface All areas ( ; `' � . y _ . �. tet ,.. ,�. A U W, of tnN project h 15t:a11 ht} clean, orderly and romp l e t t . _.. , ' rte' ••,' 1 , r , _ '2 CAL J, JICIA .4 1 I Q _..A p P, ._._. . ._.__-__..t iz,l._.. _ ' 4 FI 5 i / ,,,�`.:.. 11_ t;.•o�r�r" �+,t..••! S7�t�:Lt.. . , .E. { 1 ,..-..,.j .....�.'�``t. �.. ____,...,...,.,__ _ --_ 1 r0"�L I ?A r ,,f, �� ,,...- _- ._ �fM y I..I..i��W- �4�L.. J'F�- �K,�9.a ,•J r,.. "��,.I, IT .�.. � M 4 , r i{ I ' �'13zt�,r^�I'1r•C.i �/ ©N6 LJ°,,3et%µ•L- 1t>I' I i �{,lt''"Y :�� f'-l�"�!'t arC7E'S{� ' ('�' • ^. ..- ,., .,_ ... .,,�►+- „�, _ ,,.,n .._..,�,�; .. ._.,...�..y..,.,�„�,.....,_•+r,...,,'--... .»,...«: .- _ _I.,,�,,.,..s�'tle,,, ,,,.y 4 w, i �Ipl .►J :jam 1�1. 11 r:. , a fir. v I 1,11 V[ „ K .4 4t..G ., ITLEL , � r I37�C .)'►L.; ,t' `IFIF' . a..\-.►lL 1 i 4 , i , ', I DATE � '�_ i 11'.y, �. :^.:t�'+"•...,. �,.fhiJtF'�4i'"�`�. .:'i�' �- ,. �/V �� t i S '�, � " _ j .. ..,..M....:.,.._...».. r. 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I9- IS...-' !I� E Z 1�'rli" Imlllulunluuln111nulnulnulnnlnulllllllll11111i1U111'IN1111111111111u(II1llnultlnlljullllllnulll!)Itu11111I�uu111n11ulll�t{�))1LI111111ullutllnuluullu!)n111111111IuIlul�Iut�ltlt�uWullltulllltial111Ull11111u111111Iu11uu111u111.It�111111tni1nlluulun MAY 1110 g 0 _ ,_ Mow,, REVISIONS NO. DESCRIPTION DATE BY / kk✓. EMrii+lceo. / � p raR l�/F► lA4/ r �) ��/!� T IC.ARi7 - --�-- - - - - F �� i , =�- G EW E ti N 2 ' ,/ AL1, STATIONING 'iflAIA, HF; STREE%' CENTERLINE' NTAT ION I NG UNI,hSS TRA/USITI[>iV / O'l'Hl":I!WIS1% NOTED prr►vG(..I�Y � 3 2 . EXISTING 11'1'11,1'I,y LOCA`l'I ONS AHE: ,11'I'II0X 1 tAATE ONLY. CONTA('T P,ETWEEAJ E -CY. / _ 194RK 15T ll't'11,1'1'Y ( OVI-JAN I ES FOR PREMARK I NG AND VO`1'IIOI,E AI,1, (.'RO:)S I NGS / `— - ---- - AS NX('11::,iAI1Y liFFORE C()N8TItll("I ION 'I'() I)IIEVENT GRADE AND ALIGNMENT ('0141-1,1("I':;. 1410'1'ECT E I!iTING lJ'1'11,1'1'1F:S AT AIA, DRIVEWAY TRANSITION ,4 T / / �/' TIMES DUI(I NG CON5T141)(7I ON . l BLDG. FF DROP (t ) ��Ic' L.E ! _ �O' ---- — R -yp / �� 3 . A1.1, CONS'I'ItUCTION IS TO BE TO '1'lil•: 1 9HO 011EGON CllAlrl'!•;H Ole' W Ts / AI'WA SPF;('1 I'I('A'1'I(";,; AND CITY OF 'I'1(;AI(D STANDARDS. Plt I VATS' ~dry STORM DRAINAGE, SANITARY SEWE'll AND WATER SIIAIJ, !HEFT OREGON S`l'A'1'f: 1'I,I1Mfi1 NG ('01&. P[1131.IC' SAN 1'I'Alt'f SI;Wf':It WORK :iliALl. S _ - _ \ 9erw . ► MI;I;'I' CI'T'Y OF 'l'll;ARD AND UNIFIED SEWERAGE AGENCY IIEGUI.ATIONS. --- J/ 4 . USE 3/4"-O" CItIISHI;U ROCK I31-:DU I NG ON A1,1, UNDERGROUND UT!1.1 UNE, A"- 0" ('ItIISItED liO('K BACK FI 1.1, ON AIJ, UTI 1,1'1'I E.i W I'1'tl I N PARKING AND DRIVEWAY All-;A AND 1:1,SE'WIIEItl? AS D I Rl':("11-3) \ — - - hY ENGIN 1'ER. BA('K 1�I LI, OUTS I DI•: 1 t!1)ROV I•: ) AREA CAN BE SU t'I'ABIJ�; — I U. MCI�N � TY MA � Nr,'I'IVh; ()lt. �.'ONIlON 1!A'I'I?ILIA1, AS SP1;(`1FIha) IN APWA SI-:("PION ' �' a ry�P' •�w�� :101 . 2 .04A. ur0 ALI, I'UB1,I(; 8'1'OItM DRAIN PIPE 'I'(_) BE' ('0N('1(I• , C- 14 CLASS I ry )2 I 2 OR LINED ANI, COATED 12 GAUGE ('MP IINLFSS 011lERW ISE N(YI'ED. 1 ('MP TO IIAVI: SAtll-: CONVF:YAN('F: F'AcTOR AS ('0N('1(KI'E MY AL.I P 11'F: I '"` D I AMF:TEIt OR GFIF:ATER. 6. AIA, PRI VA'I'N; ST01111 �,I.A I N P t P1: '1'0 111% ('ON('ItF"1'F: ( i 4 ('I,AS:i 2 Olt PVC ('0141-`Olt!! 1 NG TO ASTM 3034 SDII 35 Olt A,iTH F 789 E9 I Jr� (T- 1 ONLY) . I'll. I , .C'I'F: STORM SY.NTE'M SHALL BE WATERTIGHT. ,� 2c� t0' p a .moi► N ITARY S I-,WER 1 I 1 E TO HE CONCRETE, C 14 CLASS 2 BFIJ, ` }L 1,. / T ,� "fr AND SPIGOT W I'1'tl RUBBER H I NG ON PVC ('ON FORMING TO ASTM >L IL 4 / �'*� 3034 HDR :35 OR AS'I'A F 789 ('I'- I ONLY) . 8. AL1, WATERMA I N P 1 PF: TO lilti CLASS 5:! DIR"I'I LF: IRON 1'1 PE WITH - ,ID I NTS. AI,I, 1e 1'1"1'ING. ,ED UH ME('HAN 1 CAL � S TO 131: F'I.ANC 'I'Y'1'ON I; JOINT AND BE OF CLASS AT I,EAST EQUAL TO THAT OF SHALL , ---- - b, y' A17,JA('EN'I' PIPE. A1,1, P 1 PE AND F'I'1"1'1 NGS TO BE CEMENT' ElOIt'mt 1,1 N 1-:1)_ .410 �p•' t �" / 9. THE CltlJ,`iI11tiD R(x'K HA, -, FOR PAVING SIIAIJ, U1? COM'P'ACTED TO = 2 q�5 FF = ?37'4 F'F-257 go y:i',K OF MAXIMUM I)I:NS 1'1'Y , AND ASI>llAl:l' CON('Ith'TI? SHALL BE CONPA(;'I'I:D 4140 92`,1; OF MAXIMUM DENS i TY, USING ASTM D-1557 r C LI f:p 8 �, • � / Oil MSIITI T-lli0 AS A S'I'ANDAftI)- I f�V / CON57�UGT 4/4� ,tiv or. 10. SEE ARCI3ITIs(;'I'[11(AL PLANS FOR EXACT DIMENSIONS Oh PARKING STAI.I,:i MEDIANS KIK. alb 11 . SHE LANDSCAIF: ARCHITECT'S PLANS FOIt PVC CONDUIT CROSSING:'), IN PARKING 1,0111S. 04 12. BENCII MARK: CITY OF TIGARD 1311ASS DISC SFT IN CONCRETE: \ i ('� U7 HWI.,,l ('OliNlat O1 S. W. 1 A1tK ,,3THEI-71, AND I AC I F 1(' cJ HIGHWAY. EL=214 . 35 x ✓tee 13. STA'1'I': IiAC,I:r J, VIti1GN PERMIT IS ItF, lltt1'J) I•'Olt Au, WOliK WITHIN ItIG117 -OF-NI7CY OF S.W. I ACID I(' I11(;I[WI',Y . A ('011Y '1'lll,Itl:OF 311AL!, BE: PROVIDED TO CITY I:NGIN1?I:It ' :; ()f'h'IC;E PltlUk TO WORK COHM ENC Elf ENT. TO BE PELOGATL /N FF } 240.90X14 . DNF: AS-BUII;T svtYl.Alt OF ' (AIA.) SAN 1 1'AIV' AND STORM SYSTEM on SHA1J, BE FRO(, 11)1•:1) '1'() ('ITY ENGINEER 'S OFFICE, 13Y OWNER 'S I �, o ---► - o (PUIsLIC STORA SE , IN('. ) ENGINlA-:11. I 0 A 'STC .. " 7;(G'Al Jr) r�v�� •f�Or� cfr�in a IV / a LlerGo rs /dp A1.5 P�//art// �S 0-v+c� /c,�C 20.PIP T y ZAVA / CK n m 1 � �� _ !NSI~ EC1 �.-FSS ZO �rtrt --,.. z LrT V APPROVED F ccAsl I �J(l I .J:1 Z 0 -L- / C T✓T'Gh — �� ISSUED BY CI �ti.CATE 22#1F7 V a F"F' >2442. — k2Q �=� t / DEPT: BY✓ < y / / DATt_.12�Z 3 �E l) a 0 �� q' / �/ p�V� N `.� 45Vv 1 IO UOF.varOMS L7fFf: [3Y_:7=0ATE_.__, _ I (� rp Al / CITY ENGINEER: L:' �_.DATE �L P.G.E.CO.: 13Y ....DATE/L/,• vl i I(jCO.- By �• i / ..'%R CABLE CO.: Elf `-_l7_-DAT /ZE 4- I� E'r,1c.�cnu E'F: = 2¢3 C A� - f7 /� - - N Q W� I - - - -- O ,y I raj , ,i ,�p15 �1.� SAI"j 0.aJ \I� - W NAT (,AS CO.: BY DAT /2�/ESE, z _ 2q2� - - _,r. ri - ya2 'rs � � �%�'�! •%2�1• � t�c-r-FzunE.c�� / � >. . I ��CT12L� t7 ii $ ,� � � .T, '♦� �.' ----�/,-, DIS. gy____.' 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