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15981 SW HALL BLVD-2 "1 rt.r �. I Nc3 ❑ ❑Is, I Li wco 0 Zn�.cx�I m o U- LJ LJ o O m 00, iJ t w 00 �• IZ 02 O m i Q rN Li r h j 65, In C� _. 0 1� 24'J.CX% _ r �•� _ CITY OF T! aARD I -v w /�+ �• 1 r' r , Appmved...= IC/"'1 ( n (0) �' Conditionally Approved ........................................ .l n a Ca , l �J Cn LI 1 0) For only the wQQ�,,as a cribed In: U U PERMIT NO. 1 P-- ( 104� — ♦ See letter to: FoVow Attach................................ "r y ,Too Address: s 244,11 v Q L "ur i, Dc.o: 1 /30" m !'-0" ' n r (GENERAL REF. ONLY L_ I SEE SHEET NO. 2) I I ! I ABBREVRT�ONS C"IENERAL NOTE* �yMB'0 �J V�UNFY MAP 4 AND F.D. FLOOR DRAIN OFN15. OPENING ,�� -SECTION IDENTIFICATION AWILE RIA. FINISH OPP. OPPOSITE02(• 2 ! AT F.E. FIRE EXTINCaiJISrfER J i► I�.�OT1 NUMBER ` —SHEET. DESIGNATION . '. CENTERL INE F.H. FIRE" HYDRANT PL. PLATE • �� 1 , •' . i i I m DIAMETER 0R I4!OL,V0 FLIFLR FLOOR PL AM. I-LASTIC _4MINATE 5UIL:. TNG CJECTIOti - �.,y • i # 6QLIARE FEET FLASH. FLASHING P�.1c PLYWOOD �_ _ it PROPERT`' LINE FLUOR. I�LUORESCEN? F'NT. PAINT T T EDITION T JNIF 2�� DOOR IDENTIFICATION �er� J • • ' �w I-1' N d cn FTID. FUU1`IDATION P.P. POWER POLE ALL CONSTRUCTION SHALL CONFORf 1 TO .THE M05T CURRENT ED T ON OF HE ORM , BUILDING CODE WITH THE MOOT CURRENT OREGON STATE Ai 1ENDMENTS. �� H I ! . - / A$. ANCF*OR E50LT FT. FOOT OR FEET Or PRGBT. PRECAST iia_ -SECTION IDENTIFICATION ACOl18. ACOUSTICAL FTG. FOOTING ALL CON5TRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. \� I /�, ADJ. ADJUSTABLE FRM'G. FRAMING Q.T. QUARRY TILE �`��A SHEET ,7E51GNAT.ON - r y ` ! , T16�RD ----I x I S HED FLOOR FURN F�IRNITURE WINDOW IDENTIFICATION AT THE JOB SITEAND SHALL NOTIFY THE ARCH AGCal4 ACavE F I FURR FARING R RADIUS OR R15ER CONTRACTORS SHALL VERFFY" ALL DIMENSIONS AND CONDi1 ONS SHO"IN ON ORAWIN(jS d 4FF. AD0YE FFNf , ARCHITECT IN WR1'!N6 OF ANY LJAL.L SECTiO�i _ ANOD. `IODIZED R.D. own ROOF DRAIN - - _ _ r — { I Al UM. ALUI"INU'1 GA GAUGE RAD. RADIUS OMISS!ONS, DiSCREPANC!ES, AND/OR CONFLICTS BEFCmE SUBMITTAL OF BIDS. OR i-�_ �I1-• L -1 f :+ A►cCH. ARGI 41i'EGTl1RA1. GAL,,.,, GALVANIZED REG. RECOMMENDED BE RESPONSIBLE FOR SAME. DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS - ' ' -� m A e Q .` ::,:wi � ARE TO BE l3ROlJCs1-aT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, BY THE ^�_ I• ; ��j-� - REVISION NUMBER I _ � " . ' . i �.w" v ,QSPH. ASI° -fALT GL. GENERAL CONTRACTOR REF. REFERENCE GENERAL GONTRACTOF' DURING THE BIDDING PROCESS. RESOLUTION OF DISCREPANCIES _'� _ _DETA IDENTIFICATION KING. r " " rr''�� O ' GL. GLASS REFG. REFRIGER,4TOR T �A4 - SHEET DESIGNATION � "� ,r+�" I M� cu O BD. BOARD GMU GLAZED MASONRY UNIT REINw. REINFORCED IN THE CONSTRUCTION I�OGUMEN,S, AT ANY TIME, IS AT THE GISGRESSION OF THE ARCHITECT. �-. I � 5 � � -;tr 1 ` fl I r � � c w DITLM. DITL�'11NOU8 G$. GRAB BAR REQ G. REQUIRED THE WORK- INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT AND DETAIL-- -^-5 � � `•/ BLDG. !,BUILDING GR GRADE RA. ROUGH OPENING _�- - fBLK. 15LOCK CND. GROUND Rm. "ROOM SERVICE NECESSARY FOR AND INCIDENTAL TO THE COMPLETION, IN - C � PLACE, OF ALL WORK AS ILLUSTRATED AND DESCRIBED IN DRAWING8 AND - i ' �+ITIf �"" }: BLK'G. BLOCKING GY P. G�,PSUIM - EXISTING CONTOUR'S I _ p•y � S. H REFERENCE SHEETS AS PREPARED BY THE ARCHITECT. ALL SUCH WORK IS To BE /� i I Floati � . Lq I 0.4 fshh'I. BEAM GJJ$. GYPSUM +HALL BOA RD ° T DONE BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ,�, ELEVATION IDENTIFIGAT!ON \Z i ,�•� lI .-. O BOT. f90TTOM SL. SOL ID GORE D&ITT. BASEMENT HDGP. HANDICAP SCHED. SCHEDULE ��. - --SHEET DESIGNATION NEW CONTOURS r- ALL. WORK TO BE NEW EXCEPT WHERE INDICATED AS EXISTING. � -� I ri � � I x ((S to BL.R BUILT-UP ROOF HOW. HARDWARE SECT. SECTION • + HGT•'HT HEIGHT SHT. SHEET '_'i- ," T I ON \�! .e.w C' '-; CAM. GAB! T H.C. HOLLUW GORE SHT'Cw• SHEETING DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN INTERIOR ll/-� ! ! In f .AB. NEMan k_� r 4) r3' C$. CATCH BASIN Hr. HOLLOI,U METAL SIM. SIMILAR ALL DIMENSIONS ARE TO FACE OF CONCRETE, CONCRETE BLOCK, BRICK OR FACE OF FRAI"11NG "" �� - -- I 74 O!Iv COLUMN LINES UNLESS NOTED OTHi RWISE. 2410 filiNIIIIIIII -. V) CEM. GEMENT NORIZ. HORIZONTAL S.M. SI-4EET METAL /� + EXISTING POINT ELE,^ � CTR CENTER H.B. HOSE BIBS SPEC. SPECIFICATION �" �_ ►-j ♦'v C.L. CENTER LINE HR. HOUR SQ. SQUARE •- - NUMBERS - ONE F L WHERE COLOR OIC DESIGN SELECTIONS ARE REQUIRED, THE CONTRACTOR SHALL C 2 �._.._ 2425 I i DIRECTION n NEW POINT ELE•✓AT!ON � - ^I ' � t� � C.T. CERAMIC TILE ST. 4 '✓. STAIN 4 vARNISH SUBMIT 54MPLES FOR ARCHITECT'S APPROVAL AND SELECTION. /"-�.` �� r---U TUAIJATM �1 I _ �— r_ W m I CLG. CEILING ID. INSIDE DIAMETER STD. STANDARD --+ I ! I w~;• ' ,LS, LET")=R5 - OTHER CH, CHANNEL INST. INSTALLATION STOR STORAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PA'r,NG FOR ALL REQUIRED DIRECTION C.O. CLEAN OUT INrfIJL. INSULATION BTL. STEEL PEFdMITS. VERIFY WITH OILNER ELEVATION MANGER CLR C4EAr'- INT. INTERIOR STRUC. STRUCTURAL BLDG- REEFERENGE GRID _;" • i~ - j n2 COL. CGLUI-N SUSP. SUSPENDED AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON PLANS, SECTIONS AND DETAILS, CONC. CONCRETE JAN. JANITOR 9tT'I. SYMMETPICAL PROVIDE ,t. FIRE RESISTIVE FOIL FACED INSULATION OR '✓APOR BARRIER AT WARM FACE OF CMU CONCRETE MAS0NR`r UNIT JG JANITOR'S CLOSET $%W SIDEWALk'. INSULATION; I ROJ ECT CONSULTANTS O 11' D E_1w/% CONN. GOIJNECTION JT. JOINT 1! V LLL���'"C.Ot•lST1#. ('INSTRUCTION T. TREAD PROVIDE BUILDING ADURES5 ON EXTERIOR FACE OF BUILDING IN LOCATION INDICATED ON PLANS, I CONT, CONTINUOUS KIT. KITCHEN ' 1 G TONGUE 4 GROO'✓E OR AS INSTRUCTED B` ARCHiTECT. LETTERE AND/OR NUMBERS TO BE 3' HIGH (MIN'. CII II4 � I C.!. CONTROL JOINT t t B 'OP t BOTTC l .t 1 CO* .I "FE II"75 COW CORRIDOR LAM. LAMINATED '. '.OP OF CURB '-IROVIDE SUITE LETTERS OVER EACH ENTRY DOOR. LETTi:RS TO BE WHITE DECAL APPLICATION LAV. LAVATOW*,* TEL. TELEPlaC7!�IE 'YPE MADE OF vlNY"L. LETTERS TO BE A MIN. OF 3" HIGH. CONFIRM SUITE LETTERS WITH ARGH!TECT DEPT, DEPARTMENT LB. POUND ri.4. THICK PRIOR ''O APPLICATION. GENERAL GONTRAGTOF': l3ELMAR PROPERTIES, INC. ' 2001 SIXTH AVENUE DET/DT-1 DETAIL LC LOCATION "O.P. TOP OF PL ATE A SUITE 2300 i COYER SHEET DIA DIAMETER " F'. TOP OF PAVEMENT �. 'I'OU''S SH01JJrl FOR UNLEASED SPACES ARE PRELI iINARY ONLY AND ARE FOR PURPOSES OF r .ASSIGNING ADDRESSES, DETERMINE EXIT REQUIREMENTS, AND LOCATING TOILET ROOMS. FINAL SEATTLE, WASHINGTON W121 ✓ � 1206; 44a 1915 2 SITE PLAN Cover Sheet DIM. DIMENSION MATL. MATE:F' AL rYA �' � wAL l LAYOUT TO BE °JtJBMITTED AS TENANTS ARE SELECTED,DBL. DOUBLE MAx. MAXIM,�M P.f GAL DN, DOuRv MECH. MECHANICAL ARCHITECT: F. I3YTR0N KIBLFY, ARCHITEr-' D.S. DOWNSPOUT MET. METAL U$G. UNIFCJW BLC>G. CODE: LEASE SPACES REQUIRING SEPARATE SANITARY' FACILI" IES FOR EA. SEy 1lJB.C. SEG. ?05) WIL- BE 15800 5.W. BOC.-'NES FERRY ROAD � � � 1 DWG. DRAWING h11"(`aR MANUFACTURER U.ON. UNLESS OT�4ERWISE NOTED INDICATED ON TENANT 'MPROvEMENT PLANS. SUITE C-103 3 . OUNDATION PLAN, �T,���J � JT�..• �,-,GINJ. DIF. PRINKING FOUNTA N M.N. MANHOLE UHF. UNFINISHE=D LAKE Of-14lEG0, OR 9-1035 _ MIK MINIMUM PROVIDE ONE PORTABLE FIRE EXTINGUISHER IN EACIA LEASE SPACE UNLESS NOTED OTHERWISE. (503) ��35-9696 4 R•�� FIS-•MING F'�--�N� � Y`DATE JOIA NO. E. EAST M!R MIRROR ✓C:.'. VINYL GGMPO&TION 'TILE I E+ EACH MISc, MISCELLANEOUS "/,IF, VERIFY IN FIELD PROVIDE ExIT SIGNS (NON-ILLUMINATED, UNLESS NOTED OTHERWISE? OVER EXIT DOORS IN REAR BUILDING SECTIONS 4 UETAiLS --- r + Ems. EXPANSION 10M Ml�. MASONRY OPENIncC, /ERT. ✓ERTlGAL of EACH SUITE (WHERE APPLICABLE). STRaJ::TURAL ENGINEER: W. BROLLN ENGINEERING, INC. --._ EL. ELE'vATION "TD. MOUNTED ILW KI , OREMcLOGI-ILIA MII_wAUrclE, OREGON 9'126'1 S EXTERIOR ELEVATIONS 4 STOREFRONT DE��,iLS ,� SNEE1' ' ELEc ELECTRIC. MET.!MTL. *1ETAl. W. WEST GENERAL_ CONTRACTOR TO TURN OvER THE PROJECT IN COMPLETE OPERATING AND ELEv. ELEvATOR w,, WITH 5ROOM CLEAN CONDITION. CLEANIr* INCLUDES WINDOW WASHING AND DUSTING OF ALL SMOOTH (503) i54-8?3Z ENCL. ENCLOSURE N. NC7R''H W/O WITHOUT INTERIOR SURFACE5. 1 ' 6 FLOOR PLAN, ROOF PLAN ! DETAILS E.P. ELECTRIGA,- PAN!=L NIL, NOT IN cONTRAC" wLuF WELDED WIRE FABRIC I DOOR 4 FINISH SCHEDULES 7 EQ1EQL. EQUAL NO• NUMBER W.C.:. WATER CLOSET EQPT. EQUIP*1r-_NT N.T.S NOT TO SCALE Lur. WATERPROOF I ELECTRICAL 4 PLUMBING FLANS ExG. EXISTMG W.R. u;ATER RESISTANT EXIST, EXISTING O/ OVER WD WOOD ExT. EXTERIOR O.C. ON CENTER WDW. WINDOW I LANDSCAPING PLAN • O.D. OUTSIDE DIAMETER WT, WEIGHT 1 WSCT WAINSCOT L 2 L1 - ��INC4YNL� Hell Boulnvard, 15981 - 8011 95-0105 1 of 11' (his police appears clearcr Ih;u>t the document, the document is of marginal qua',ty. 1111111I1111,1 I1IJIll111111 1111111l1I1111 I 1A ( IIIIIII l IIiIiIw1,Il�►+Il�11i :. �Sµ ... 4: �'I1. .., ._ r:r-s�' s?^*+r ter-:::•tee.- rfpl*r' JI" ir. .: r rt NO N ' 1 o•� S��" �' 20 .00' �► a -- - J 163. _,- 63.010 _ - _ 4,0AT 1#. 3.v5 I63.$ 5,43 63.24 i 7.0 2.01 I '� ^` V� 1 c �-"-' , �) 'd-' :�` � u.5. - -- �9_J �K. I � �. I .� F_.. F���c,�' `,.,i• �`✓' Zf � /10 ,�i i �l�l.L f ►1�1�11 '� m (> LL QD b 10.75 , i o 0 _ 0 � X � , INGj G0hl�,/ "T� a ASO �� 604T = 2 ` - m . F N• s 1133.60 �• I I �~ �, ' � f1U wz' . 3 � _ 1 !_ XZ (-)< o RIM FIN -L' = 16 150 "�7r,N t.Y4&T.� 4 Handicap Parkin I I 18284° ,� I \L3Yu i I .7 , j I ley.a .► I I 3- B 182. ib2, CO .r 2 + I f l g 0 4S ! 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PAVIPY•s 2oi ( I ; �7,I`�Y�., p�-� � per'KDrI - '� r��r"1AJl�•I. �2� IJ�w/ I� �' WAT�`.1� �CIWiG�. - G�1� GT T2a 121�D1 ^� 5N0rr/►J �"iCa�RU YVATtf "r.) (3 \! Handicap Sign 1/2" RADIUS � ��T��T � �-� �r,h� r�M��. !* �wK.T � �I�. ro �CIgT 4 r,I %jis -V�IFY Low 10, 4" CONC. WALK z��I.Ii►J(.7 ' ��� 2d ..� i-� �.• �1/II. e) Jl�l l�- (.J'�I f•'111�. 14- IQ, OVE7 e7�1✓•T^ Ik�MI'.I T �`J I'C II�. 'TO /t►�•�4K'� � BLAB W1 ExPo&ED - 1 ASR F1NIs.4 G- 1,J ��Ic�7F 1 �c.�v �nMM��•Glf�.- �Ig .IGT GoMl Y'�.�'D �5r � .r�•• �� - C F.IN Ta 1JIgw NE V✓ �Ir: r�lL rr.� IW-p t�'tk, �Lk-V^T10Q5 - • �, •, ,,. _ .TGH r �IN (�au5r IST •oE� a� I�eaull�9). "- LOT) t"� `r ii �IT �- C�,o�/�-t -��% � �' New' �><'•(?C11��J GJ+'-� �; �,�'•1.IT' �►b h1'c°�` �) f�fir!��D NEvJ �G--�Cai`►G� - 4 � 2�� 12U'�'I�b 3�' Nf:T�. DOING AGENT -t--- . a;�I--VINO M �'^Iel,-4 t AL- site P40 Ili D .,v Mf w/' 1' 12 ILMI' U' L. 0'63!�, 1, IO �i.,�-AW 51p6b /51 Mo►�.WlVTH O • _ pal r ort : �H7 y, . -. . .. •o' l�,a.t�l�1� ����N�� - a•u�QST !��I , �., -AM /' : ° � r'.�5 3".�� .r�, �✓- ro Flu r I. �„ 1 �*f t'4C) 10MICdIC0 tIJ��ACW TO 0 U05P at5 C� 044WG6 Tl� 511 t;-AI b G1 w$r i IJ. 1 ��15•°t� ` � 04 TOP 4 50T. --- - - CONTINUous LIAI Gp5c#AI''`�'P /l s ; I,.o�► _ r ai, ar�,o.l I.Iaa� v�/il.�. II.1 Zrr Tri�► �T• a on s., �� I (11 Vow L ►. � ► 6H`r+,• G. P�rVMC'I�� �►Nc�,�c•• W 1�+R�.v AT IJpw CWWV ,' . v�r'lw., , UNDt�•i't 656 `�, W NOTE _ ,a TR���,cA L CURVE FWTURN � T�T�-L. 1I-�' : ? 7,4-0(7) 0 ' I ro �';, r� ��I ,�. t°�.INT�v I�-x-�I� �T N� -Trr d • e� -� �vl� WiU.. et ROM"O MCC" TH 110 5TH'- "'; tf�lO{. Alt. kUCsHb _ �_- - 3/4 M"S GRAV1�p p f -��C� { 4 (Fi, c�r.1G� v�/A.�k..- MA�TGH laT nuKr FINj !*4 BASE _.._ R ESC IV f=�7 UIIx•- r�= p.���.,�. L�= ,10 1�T1N� ylvE�a.�. ••. ,� ��rH - t5 It IN I �-I�.NID'�/�D a�J NGC , (��?'F.• CC�h�ST�,,�GG'�"1C.7FJ Z Extmded Curb 1 Sidewalk Detail 5x1 . Z4�14� i �I#.�.i a 1( 18 2 � ' t;0�1MUNl OE�EL01'h1EN Hall Boulevard 18981 -� I1-� -� 1 - - I I t 2 �. c. ►��.r�. CT 1>5r 61.•C�?•. BUP 95-0105 LIP ry 'a. 209 If this police appears Clearer 111,111 file document, the document is of margimal qual;ty. L{Ill�l DLII ; }.. 1 E J n I II�II1�I � III�IIr�I IIIIIII �IIIII�I IIIIIII�III�I 1�1114j�1114i �� ����'{� ►� ^. . t l►l. #, ILII I I I I 111111 tf11+111 l�filfll� ' �- Ititlllll IIIIIIIII IINIIIII IIIIIIIIIIIIIIIII1111111I1111 IIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111!►IIIIIIIInII INTI ilnlllll IIIIIIIII.IiI�� � ` pit t��` +fly 24X • TOOLRD be Richt.KEY - MR%4L 7-t ��` ! ► 4 LMT a I/? N IS *E � �iiry4p + +�r-- } _-...- ; !w- HOLD V _ _CA *',4 �`—� ._•.`-", F l �, /'� --- ' � •� t��7Y7` c+ �- ' l vKj 6,�- y OD Cr CAOM WL JWWr MAY Ft� t,-V4' M t»: I; -XI izN _ __ 8 J /Z It"" �+�rrrt�r�avur�Tt� ��,. � � ' � � �-.-, � I r� � '2 � � '�+ "� ' " 1 v!�/ II I `. 1" t WN GOLD V •��IE` 3 �"I' Jil�. 5�'.• " .ti �N� ,�1� HItD/t�11+✓1.�Ah� 4 2 �. G V10 A '� cam► �, 4s.. O• E . �I GVH I Slee. ►411_ N-t•+�.IW 14COU T � dD�r► � I 1, �..�+ .� ,,� �� ��,��� �� .. 2 G.i1D� ��V�/ �'+ � �I �r � , lost X low" ,y�b a _ - - �; } 3, �KJ L.� ? I f-�"..ES rP�hG rl_#F 1 ,- �,7 cc q 1 1'• �; )w , a I _ �4 �, + �►J�l°P-r 3�p►r �' In �1/� 1 i 1- -_ •'Slid, c'r7 W NQ x P .V11 ,- F 00 ,¢� TO. Y ID'S�Z _. �1 _+. _ f t o U PSL a �oo { . x'13 � 12o Control Joints ( 4 Column Miss 3ColumnZ 1 Dtl� � Dtls. Co urns s 1 Beam Seat Dtle ' -_2� fit'' �I� v"F.I�.T• r��,. • I � i i l A. I w-- --S _,• ., .. . X-� .y ";K t? I STN L- } �`,��•-r�% I ( 4. / ' ,6, �LT�j o 5s I I i t - IA�II 31-100 5a. _ - r� -- 41-�I �' - 4 r 9 FootingMISS Footin Dtl. 7 Column Ft . Otis Column Ft D t le ' 9 �I 00 Q C d • It'd � �� Structural S ufi p c cations o o m 1. t�tv TW work to be done colder this cantrwt consists orf 3.2. �dtrare. All hardware used to fasten the aili plate to the 4.2.3. grout_ rout nheii c-Wl; with Section 3.3. Concre'ce I1,Q• � O fiurlisttifg all labor, agtniprAenL and materials soca pesfornirtq fanrtdation wall shell be hat dip zinc coated (galvnnnisod). all ftrk neca=@47 to an a ruct the amm"ience store nut ld- ►11 bolts, washers, nails and spikes shall to as sham, u log in aec_'orafteme with the dnwirngs And spectricttte". CQ required by the fabricator or as shown in Table 2S-P of the 4.2.4. Tian ane. kX;hOrs shall be of the size and plar_emmt �_ - ,¢ 4%, I 6 f� I •i•2 3troetural Speciality Code L Fire and Life Safety Code toe as required by the rntraet d:nwings. O 1.1. Ctfitvweierncel �, 15995 9M Rall Blvd., Tigard, OR shall State of Oregon. 11!1 bolts shall be ASTM A-307 steel or 4.2.5. Rin[orcx+tnent shall Mas shown. , ,� "'�► ' „ fes 1lereettsr called tiro Owner. better. 4.2.6. Stocaue of Materi�yL Ala materials aha11 be � � 1.2. W. BROW f�1131'NRERIND, IM, shall hereafter be krx" an the 3.3• All concrete shall he from Type 1 Portland etmant Acllvered dry and in good condition to the job and _ _ / � ��, �-- y �—� i ' _� 6 � �� Z"tnwr. aarr�ihsil have coapresiv�e strength of 2500 psi at 28 days (5 shall be protectai so that it !e in that mosso --�" '"' - --' nn ^ sacks per cubic yard). 'fie concrete shall be placed in the condition when used on the uta. N II ✓ _ �__ -__ u � F� '"' j , . d Z4 ter, rr'..N►� l,3. All C'oentr+x.-ticn trh�il conforte to the Strvcturai Speciality loose within l4 hcntrs after introduction of the casnenE to the a � �v�l��, ��,��� �/, Coit sad Fire end Lite Safety Clods for the State of Oregon. Aggregate, 'lite concrete shall be placed an clean, damp •;,3. CortGret.et piaaenry (flits All work f:hall tat laid tram and Maty ane all notices from the approving agencies shall be surfacee free from rood and debris. Defective concrete &hall plumb to liner, and shall bo laid out in advance to that no 1tMi• be t�lnaowd at no cost to the desigrner. C.M.U. less than 8 inches in length occurs, except whereco necessary in reveals, etc.. Concrete Hasonry Units shall be 1.4. All healer construrstion tolerances, stall be as specified in 3.3.1. The reinforcing steel shall be American Society for laid with full mortar joints. � �� G. 1• ii �. G•.1. fG.J. G,_�• >E F ` .0 TPC 115, forting arterials (ASM) A615 Grade 40 (sdnitacae) de- formed hart' 4.3.1. gatnfolad. Wo_rg. Metal retnforc Tient shall be aecur- -g-111160" 64% 01'10 ooftw- .tely positioned aml rigidly secured against t 1 r O 3.3,2. All eortcnte and reinforcing steal shall conform to displacement in accordance with contract drawings, , 111 Building Code Requirements for reinforced concrete d r,.Oe..,ry, vertical ninfonc.eM,rtt shall bs bald .,Q ` O (ACI 315-77) or the Building CoA& Rpuirennsnts for ;n ince firstly p b7 deans of freers& or other suitable -•iM-M�e*► Structural plain Concrete (ACI 72-72), devices. Horizontal reinforcement shall be as the work progresses. Build up wythet not pore than 3 - 1.7. All rMfing and flashing shall be caetetructed in Accordance 3.3.3• No concrete shall be placed *wn the temperature is courses before grouting. Each pour of grout shall be Pith the National %Wlnq cantractorf/ Association (N.R.C.A.) below 404 F. Do not place concrete on ice, anew or veli puddled. Grout shall be of the sante proportions O l limtitp and Waterproofing Meatal and the Owket Wal and Air frost. Take precautions to protect concrete frau ; , p i as L1t�a mortar, to which nater is added to produce a Omrtdlt onirng Osetractors National Aslsoeiatten (S.M.A.C.N.A.) freezing for t*tirty days after it is placed. consistency for pouring without segregation of the Ardilteebural &poet Metal Manuel. constituents. After adding water, grout shall be Ir + e. IQl"pRri tQstn stirred at frequent intervals. Pisa = t P eN growl way w added In volume not to enacted trice the volume of 1 4.1. The ueope includes furnlahing all labor, materials, 2.1. The excavation shull include all excwntion services and equip mt required to cwaM>tt' act pUte the masonry wok, 4.3.2. Bor S_ Uh i is she 11 be laid i n rerun i ng bond. rests rad to conetruct the addition w it is shown an the including placing and building in reinforceme t as indicated 3rovings. lbneevstion shall incl•+* the rsmryvaI and disposal on the contract drawings and in the specifications. Build 4.3.3. t Head and bed joints shell be 3/a inch, plus `J if all barge rocks and oryanic materials (i.e. roots, into masonry all bolts, anchors, nailing plods&, inserts, etc., °n ` tion,, or acinus slight variations. The jofnte ghail be wpets etc.) within the boundarief, k, the row indicated on the contract drawings, as furnished ane located ; aotstnlwnceion. Where u nsuttahle hearings f n footings are by others. concave. I \ er4mmtered at the elevations indicated an the drawings, the 17 aypetdalora &hail be carried to suitable nattertals. 4,2, a 4.3.4. Inc nt-tether, ala was whall be laid ulnen • � \ �—_- - �- -- ---) 1%� , SS ratntres are )xalrnr 40o F. Do not build on work - - s1no.�7tiat shell enrNsei a sufficient fittarne fro. etre walls Ee11t,'>• : mrd footings to allow pisoensttt and raslcltrel of ooften^abe form, 4.2.1. a eanrv_L!n having a fzlm of water or froa on their enufaeee, ki I �� t - inKaliatlan K utilities and in ion. 2t -1404 � All concreta .asonry •snits 'rata, precautions to protect apse's *hall p Qr.e,mr► masonry frac trees- /i1 �� t ar 3 ilii ,'�,... ` coaply with AS" It with a bland d Type T, ing or other inclem nt weather. -tom �►RoG 3 ! _ I i Foundation Phos 1 ightweibFnt half and halt f vi th a blend of sggrtgater /� 2.2 Tin grlwl fill mat�ertal shall be clean, free of that conform to AS'l'M C-•331 and AIFM 0-33, Noisturs 4,3,5, tL Br ,Y� All prick having suction rates in ex- �- tra , routs, ice, snow, or frown material. The tilt that oonEertt shall not e�opeed 30K of total absorption. CRet of D ql-nae per minute shall ho visited so as to ;�' ' _.._ .___ - __-- is placed under tM caewCr+ets slab carrell ice eosper.Ked to a Manufacturer shall &opals written certification of - +' - - "' minimum f 99% maximan density in accordance with AArSVM eotllpliance. Mason contractor shall be reatuce their suction rates to this amount. Details �� �� T-100. for wisturp • lverynto responsible content o. blurts atter delivery to job 4.3.fI. �_ Outside joints at the perimeter of ; 4 - + - + ; '� -- -_ - _, .tt•, until fold !n wall. miter or'door, window [rows, etc., should not be I 1 �A TE �� pin C(�) less than 4 inch or more than 3/e inch wide and shall I (j7 1 (,/ 1 549, defined Arad 4.2.2. t rs. Materials used as ingredients in tint mortar be cleaned out to a depth of at least 3/4 inch and i {- i 3.1. All. itMlnher rhsii be rnuglas solo, shall by at the r�lui.rnertte of the follovi ` � tat accoerlance with the rust -so*nt prllitnp rules by �' Cil solidly with an approved elastic caulking / wtitllK tJ1s Maf111sl1n Wood Products AfrtorLatlaa (MMM) or the 1. Portland Oexientt - A9M C 150, Type I or IT ! A+ 1 mat Oftwt lir IhNSOCtion %rpau (14mrs) and shall be as 2. Nydrated Live -- AM c 20'1 Log 4.3.7. Cine Clair Prclelucts. While laying, the contractor -4 1 - 1 -O 15'tDG1 /� °.j1-�EET t(KlelUan Light F'ramdrp and Studs, stud grader Stnwtursl 3. Ary3rs+2ato - A9'11{ C 1M - I� llfslh ng, no. 2r Strmcttral Joists and 1101MVe, no. 2; beams acv] shall mala every effort to keep the exaossd faces of lINCls1/sre, no lr Post and Tiffibers, nto. 1. All glued-lamin_ all units free from r__ tar And other matters that nay Mortar shall lee mUmd in sceordamm with kMW c 270 ®O r,aN aside late[ shall. be defined and graded in aenordame with epeeitieatiern for type s, Proprtions aha11 b 1 tend to stain. Saturate all aausonry surfaces with 'll \ A,i•T.C. 117 erne thrall b aoeaninttian 24l-v4 tlir,/gp, Doaglns water lwntedletely before rleanlhg• /il! sad 1,117 All gleed-tafatinati ita24?- sha11 hems part Portland Csmnent, 4 part Lists Patty, and 3 parts Apply a solution of solvent freely. Reapply as necessary, then ossa& masons sand. 'Rte stated 2V.% to re tend snag be me thoroughly with voter imnadiattly following. ,+ [shelsltMi 'T es 11morlasn Inetltute or Timber lksuntsuction varied [rami not len than 2� to snot more than 3 tinea (Ahi'PQ) apprsN►rd fatrialator. the oras of the whose& of caenrnt and lines. 4.3.8. j. Grout C.M.U. cores that contain reinforcing fi FOUNDATION PLAN steal or support cm%nectors of any type (i.e. Molts, 1.1.1 All lwftr IRWA se %rotted nails, eerwe, etc.). flu 11 b peamame treoted before I I �gN It ni Hall Bouliav8fd, 15981 e&w*rw*iw 1n sccotr4�t with >�iesn Irnlld BUP 95 0105 Preserver 1Mwadation (AMM) standards G-2 all P.S 3 of 9 with AM fie' am. -- a If this nolic•e appears clearer 111;111 the document, the document is of marginal quality. ,; Its low i I { i ( 111[1111 :�:��:�� } � :•:.T ����I�I I�i�� ��I�I 1�1�1 T�t�1�I 1��1:� � I�I�I�I I�I�I � I �II►II Itl�i I�I+I�I l�I�� 111�� 24X I {�II1IIt( 1111tttt tlttltt�� � f �{����It11�t1nI1I1111111I1111�1111I1111(1ulllnllllu I11i111111111111n1i11111i1I,►1111lInIIIIIIIinIIIn1111I1I111Iinn uit��iii (111�i111I1n(C t �t t�llr rf ., tl;..:�• :, 1� a , ;; ., ..' :. ;y�. %.. . . ..,,.. , * a'i r r' :a✓r•. ,, r , �,.r..... .. "1.,,'1 ( ?a� .... :., `�>- r,. ..:,.. � •„ '" r„�...:.,,.c:.. ry '!r d4.Y xe': '1t' '."Rr. 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It FI�bMirY-+ (fir CMU Miw�/ �,.� w �n • T �f-a P -$ I:' vt�T I 0vf �.' � '0 L Cly'Sou V ` R. °►JVD a 0 _.. _ r`+ GI�+�U� aD t } I 11 I tl r 5 _ Roof ai S.-ide Wall ir--- Roof at.. Rear Canopy �..a_.t._.__.G__ _L Beam sCanopy__.._ .n. _.. _ at Wa IICanopy Return t•.irK .. +NT � ' I i I • t fi TAMIMD CANT rz LcT rMOM fP !�-��rhNC� ,NTZ? H*41. - Gn MO F MM _ VIM y ± �'O• .� t�lE�IIOO� PLAN I V _ VII .,OGlV+�ICr ..�I+-�Y N/ —� rore�F PaeAreT _.:..,..»__..... 1 lit I +� I K l A + --- DWLT-uP MOC* G ON PL'vdX)O til-�,• -� ? ►J c7 �= I ”p G, I ffll!!AT?iMG ciAN4-NAIL TIRAMMM1 I I on ROOF "LAN DETAIL!, /NT. 3 Rdlt,. 41T046 \Jlq � ,' �. � MSCI �iJS� ?�� Dr'ti.. � 4 �.r.KTN• �, �,,�.'K � f _ ----- ,•,. i �... -- I T_ 7 ` .cis�,.�5. �c r� L�___--_.. T a.. It � WALL ! TN R-SO FIOER3l.A>Di BATT! , t��0�t i ►r' i _ t q�,p/� ^� I - SEE ELEv1Vl. /� I '•.: , G&-t (1'� fYr'SY`��1..!L QG lR�. ?b Ow LEtlil AT TAS f1.CbtR• �11t —........«.r.....► --i r �I� 1 ice." �.,�c--. V✓/�-•�.r: r �1'�' � �2 �I � �� NOTTGM CMORLy Y r- �'� �pr'T I ONIM DED 2x4 ACOWTICAL I OR. tOF • AAMCMr- -_- -- -- IX51 Owl —"I 4" Addit orioUtJNINGMi 1t 't rIJ'f �0 1 �.� °, AA h `SAT"" `+a" 1• ( x ,, II p r - 4"YR.COW.FLOM CLAD OYM J � i "� '' � 1`tOst<-V`VAPR OAI �R OvER 4wnkCOtrACr / FleshingEx JUK (N 4"MK SAM/ ans�on Join P t Dtl. 7 Canopy Vent D . .. I � , II - , it __.. . _ ._ .. . _ i I/t I —o i -•� ! I 1 I , oaf- M Building Section © �� , 1 B aD� i I 1.;, � E- � --►J J� GM lJ �r�/Al.L ' � 'd I � Rn -d �• + �•:, � � ___,..Y-•1-- —� 2 ✓HG,.rt7 HIS 3.444 � � I ' i I II I 1 ; I I w;. �; ell, I --•- r 1 i � I I i J I I � � I � � ! � ` I I I � "IG' "�b� �1 M 1 � cc i 7-4 V) m 4 I �+ o N�Cq.. C . ._. 9 Connection New /Exist. Walls + ., 1 I i I I AHC TPW -t> w. cot jP I ,- . ! � I I I , ' I I , �v�/ �_;�'� rk�T� �3 AFL. � � � •---.�_ i verwfdy .� _�� , ; i , � III � � Ii � � IJ '�► ii ilii ! 1 I I i I� I t c�I STI IJG^ CAN 1'� , ��1.� I �`� ► I ; awNC.�.. , � � i ,4 Tr M�•TGH ���, r I ; f/- Roof Framin C�r.IO� I •, r �' II 1 >I u Iqr 6 _ _ Plan & De r , IjI _ r , PK�'i G'E I/2 O'er �D �F �y Loolk "IN/ "I/D v i arFL, Tw1I � I � 3NEET yHIp. '�G 4�T"✓D T / `� � 1 ROOF FRAMING PLAN i Ha,leoulevald, 150$1 - ! BOP 95-o1o5 4of9 If this notice :appears dearer 111.111 tile document, the is oil' utarginal qus>lAy. i�i�Illfi�f� ��i.}�' a#� i }fi t "►,: +��{+I�i� i�l�llllllll� I �Ilfiilll�f�i, . ilillli�l(fIi iIiI�I��iliii �IiIiI�����,1 11. �(�.{��!:� . tpf :- 1:E11ill 24X <_ INck M eN I i ;llillilllllhlll (((i�I�tl�l!1�1i1(11 : � � "�► �ri��n I�I�IIIII�I�III�IIIIIIIIIIIII�(�I�III�111(((I IIIIIIIIIIIII�IIIIIi�llllnllinn11111�(IIIIInlilllllllliilllllul Ilnl��tl M�nl�ll���1�� f t i� �linr� ' ,I i i I .�" �a r :d, ;. ���, ,r�_., ��;,,. r_'aY '" � �,.Ui: r ;, +r' � v 1•-� ��• r� ..��.�n ,, � �� t: ,i, .. ,, ',: tr '.•,.,.. ���. � iN dr , ,. ".P �' ;��t,.r 1. / K.G', 'y i•' �R �!�.: S� t�:" r ; d I .. .. ., i ; � ,.. ..�,. .:.�r4 ' •e.,'.:.1 � +;�t.":��4�i�ry�11 :..;inti I .,:. V,�' � :�! '4jS M'M-M r yo CoA x,��r... j,.�,nyj� '� i q ::K�l ': R,Y�i`� �r� ��� ^I v w�d '�v4 ,Sr, � riS P{i4�. q ��- �•�;. °,,,�a ._ Y ,4r. L „ b ¢ i _ — ------- ----- =7I IOM!21- EL. 60-223 STIC"s rm 60-211 _ 4---b✓4,,Y NIf�NTv i 4%-101 { 1116HT FIiT' - _ �..._.__.._._.----•--__-..1.. (� �I � � � I + � � •j i � • � � � i✓�I��T,NCS Px.Dv. � w �` KAANNM MW K4m",SMI SIT ir AoMtrl♦Chum _... -D -_ i '*5� 'OG �' ( I "U dpLAZ N& !" 60-214 60.208 _.. - .� - - - - - Q I 0, IrJ�+Jt_, ��l.f.Z►r1. u Cie 0 F DoomsAD 0 PTL. Exterior Elevation - Rear NE T L b�-114 T 60-208 :l�Z —00 3_ Ul 1 WEYW%•ANUGER TAN&L 0 _ XZ '' `Z^^l WV >lT.4TUAR'/ !lIiCJN1�R 1 — IU--j cx. cn• icl)� '/2 0 0.4 PMit!!1 EA. sID! L --1 rc —�-�` 4„ rR%6ACONC. WCONC. ALK 4" TH. WALKM&=1G0 PA PLATE � .. - ., EXTWAW* OVM PL. TILE + "-2191 fL00112 - LCL. o' �� t• MOM rT c c�PLOOR tl-A& ~' PLOOR IILAb � i � I I I 0� ' /�-�la• I DOOR/THRESHOLD DE-AIL �-�_� BEAD/SILL DETAIL 3' • �� O. - • Exterior Elevation - Left Exterior EI pf - Rk" PLATE PILLER LLL FM19N TO MAT ' I 811 I� O� I .-.H "-220 ! -1 ► I 'STYLE 1 J , -422e __---_- 1 'i I EkT. WALL- -7-71 i JAMB L. 7 `��A`1B UtL. J,4i'1� L7TL. 3• - 3 I'-0 3' !'-© 3' 11-01 ; I NOTE ALL NU 1 r t12 T•1t3ERS REFFf2RING Tp 9?cJREFF••ON�_ !"fE!-'E3FR8 ARE 'KAl1JNEER' __-_- - _ __ --ll_____ _ _ .�_._. _ _._..__ _.---_..__-_._ � _ -- _- �_._ -._ ' F- - SEE Sa'ECIFIGAT'ONS FOR 57.0REFRONT 9 _ _.. -. _ -_..______ . _ _ _- __-•----- - ---�._ ______ _ � _ � (� l Rlf`r NlA`1BERg 9NOUN 41gpVE Wi'H STOREFRONT 9uP•'LIER aVft I►I 16E, 0,wF•TIFeP -aSTFt a� 2&t, w9•- Ii - _ Exterior Elevation - Front Storefron '." Details _ AO •N �w* A `Q �x��;•, Go�� �rol� W�Y.i �.:�I T"i oil ,_, �, - ii► 1 , .,,�!_ �. I � I I � I � � � - � �� � �' �j�•V��iC.-�� I I�I�H � 1 �i WI� i y I •• • • • - , • - t.. • Cp 12-4 I a✓ I « —'8 Fid c_ GSI I I -, ,�, ► j I i CO I _ - , - - tExt. E 1 l store ow v WE WIWI a�q F3T2 j �, FSP EXTERIOR ELEVATION - FRONT A' xr f - Hall BOU1evab, M981 EtuP 95-0105 a bof9 If this police appears Clearer (hall the docume,it, the document is of muirkin;il qu11';,y. �lill24X l IIIIIIIIniihlh.1111111 T.. • . 11�I111111IIII1- IIIIIlIIIIIIlIIlIII(iIIIIIIII IIIIIIIIIIUIIIIIIIIIIIIIIIlI IIIIIIilllllll�lllllllllillllllllllllllllllllllll llflllih IIII1111111Ntft r ` � Blind R 1 I I PRONZE «-- ✓ r- �..- ANOD ` F JSr - __.-._ _ .. --- .__ ___ _. ._ -.�____._�_ _ � CML I Pi_4©r1E SASE „t:ALLS GEiI !!vGs tvOTES: FRAME DOOR --- II -N f4UAlEER' r�r=?a. MATERIAL FMliN MATERIAL F NISF, MATERIAL FINISI.1 HEIGHT 000RZ S'i E TYPE MTL. F'NISt, FIN e,*, r}.}Ri�luAl' PL4�_. E.: It SEE FLOOR P' AN FOR E;w TEN' - - ___ _ . _ i I K CXP�.,;;-E �F? t 1 JACKSON 2C-.330 F OSEta w; !05 i WOE n p ARK ::5A IRIC y.�')�✓E D OYE RHE AG G� - - I Af'PRbvE-� / 'p400 CI (� .� uJA'ER-RES STANT GILPI. TO 4'_0 /LFF. I `" ALut T!f`t� ! , OP`F`- � Ic L i 1[ i 1 3 v 3•'4 ' q�.4 ?+h., HROhizk pR(�NZE �'dLD`O!~'Eh, F'E"IGG A�Jf1. 'iIFIESHOLD�, F'EMCG 19!/� ESA` 9110 10�r'r4 ' I p�0 '` ANDD. ANOD ALu7!, ExTEN9!Ot PIS.. pAR Vii. "UL. EA S'D ADA"5-R?F 3-rUfNT -_ •- 1� Cl3E ►- E a 4 W I ) v Q Q . I T DEAD L_OCIr "'65-'88' ->0!3.4086, AC,4-5-RTE BATCH Csl."FeD -184043 I � Ip' tiKs., THREE COATS :,T OiLET ROOI" ""LLS, , , KlCKF':A'E HYPE ;SAE5 9'DE? r W r 1 PE df Q d :! 0 - ! (` t t i 51 AIN STAIN 9CHL.4Cof !09 'PL r) :-3 8 D.9. . F i.9. 626 PASSACsE 9E' E•> 960E �• � 4) C.Caf�ITRAC.OR O F� e,,'°.4+ 4 ' lg .� B j 6 '8 ' x ' } b a .�CK�( 1 F'R ST.�h�ET FtDFI�� �-•s x 3 2 H�.'•9 ONE HALF PAiR j z p 1, LLIFaE N RE Q'G tl� v W l'7 u: d1 41 Q p Q1 U u U } I ALS TR!" 1�!E'A._ 49 ieECn. 4ED + , �^ Is U i m r.n��(71. CC.�Rf wc.c . 5F_A)_ 9TA14LEY RD 2060 9-I,7 x 3 SPRING HINCsE (CENTER:. r c * _ SEE IREF4EC'EM CE...:NG I - _ A K ;-OR Ex'ENT OF Cy.w.15. AT SA.E5 C_c%j`,'ER I FL,19" 4141 1 II SOFZ - 4 QECESSE:71 A..COVE9 I STA:N S'"a N SCMLAGE 406 ('P:-7J :-3/s" 15.6, r. F.L.S. 626 PRIVACY SE', . C 3 v .8, -3 s riUL l 01+ }•O:_.oc., 4c 4 3 wOC>L 1 P!e STANLEY fRC3Fl�o 3 ? x 3-l/? i7UTTg• p►IE Hsyj F PAID r,o�.,.0� CORE Woc�c ! C.O+�E CoiE �. Q I I 5E.•. SEA►. STANLEY RD 2060 3-1,1 x 1-t)7 SM!Nrn k,NGE (cEN'ER'. IIOVG ",ESA. e X LL- 3' ' 6' e 3 8 j w�00p S'.. N S' ,ti �a�EYY RDFS F17Y3 !� x,!-B? DUT*9 GONE _F PAIR I 11 x x r�L, Ou; C cAeE 4001 Q� SE_ SEA', STANLEY RD 2060 :-L? x 3-;r1 SPRING HINCaE lCEN1ER., r- J v0 o It ;,- No�'� t.��.laKQ� m �NF►>�-�+ re J.b.L. i ----- - 9 E I Cr-,PT 10 IJ - KEY"L OC•KJ 1,J& H P%01/?,. AT M AJ N &F I T5 r+ `,x.*4 D►J 01c, &PJA.Ce IJ `%001 T TO ', mo ` ' �,;C � 1 bTA',! " ✓}-II�J' G'�I'C MI�J;- 1[�N1/►.IIJ LOGK�:D D�RI►J(� LtJ�jIrJ�,i� h1ol1RF�N. ► U0 PROV'DE ,WC C3R.AP 5"R5 - ONE 24" -ONG BEHIND U,.C. ANG ( � G L OF ,L.C. ONE 42" :.ONCa .. SIGE .« FRG `: t'�" I a+ ON I ( 4 1 ::'' C►EAR OF wAL.- 1 33 'O 36 ' A..F.F. PROVIDE BLKG. I ` 1 -t .,� _�•- _ .__�_ _ � .,� ,� '-,� �.. �.. - .., IrvDIc,�ToR. DEAR I T i I i ,5"ALL S:W -,. .. G,_E•=.R"NGE OF "T .-EAS' .9" FRO^'! THE - _ r CoR *O 'HE SOTTO*' of '.-4E " ON - KNEE 1 TUEE T Q;c,H .- _i._:ARANCE F ER ,,. tS GCODE. PR i.DE ..E /ER-OPERATE^ PE F1�GE r5. �T7..-_'I- - } .. _� 1 I � I f i F 3 ; L RROR W BO" 40 A F.F 26 GA GA1.'✓. GAP P';ETAL I SECURED TO 2X2! GAP ' I l,J,9TF 'Pa'-•R— '.._._.'--. _ _ _ I 15 LD. FELT FROM LOWER OUTSIDE I/2 X 1 04V!!EL EDGE OF 2" P.T. GAP TO TOP +!7F �/ Pal%ZJ�SC�IN� � II CIEDAR AT • / CANT STRIP - NAIL AT 6" O.C. TO 2 FELT 4 CAP SHT. i j' g { I 0 I 11 1 II +ctw. (1�Lot�E / To TOP of oPEN G I � �lJ!�-FaC.� Fri EXTEND SGU �l--�- i-_' �J' .N r'�'-M W.t►l.L ��-n ' ''1Ii TO MbIDE) CAP SH7 ExTENDING FROM TOP .. . / OF 2X8 CAP TO TOP OF CANT FLANGES " PPER ? X 1 i'� ISL. P.T. GAP ' I - SECURE AT 2X8 CAP 4 TO 4 I I '� S EA BIDE OF OPEN'Cs 1 I� I u, WALL 45 REQUIRED. - �'_-_--- ` I 1 \ _i rl EXTEND CBOT. FLANGE i � `� 5 CRSE. WALL FLAB•-+ING l3 S" FROM OPENING ONTO I SEAL LWT "�`' d' LAYERS OF !'�!ASTIC ALTERNATING BL. ROOF - NAIL 4" OL AS REQ'7 G,MJ• '� - _ - - t`� _ Q I 1 M W/ 2-LAYERS CSF GLASS FABRIC; ADDITIONAL PLIES b.l — I b�," X b�►f" (NET) -• %r°R =`ri r i �-� _ 14_�-- I • CM. WALL ,� � � .4 ffz_=41 IFbAkAPE'T NAIL THRU TIN CAPS AT b O.G. 4 f"ER ROOFIf�G MFGR + MA'SONR'f OPN'G '� y ? �o•�Il�"1��4R) COAT W/ FLASHING COMPOUNT gPEC'6I - ` 811ttP -4" 14kM4 AN C.4P SH 8. SET IN FLASH,NG COMPOUND S p { I - / I �H~ p / ALL CAP SI-+TS. BACK-MOPPED. D ROOF --- 1- _ I I I ROOF PLAN --, �/ 9HEATING — • • 26 a*COALY. ON. I i '� 1/6" GALV. SC.LNNI" LMiWG, LEDGER LEACM1lHEAD �p M '�• ; ly SCREEN LEADER - 2-PLY SHTS. SET IN � FLASHING COMPOiA1p. - f b" CPIU. WALL - I ROOFING (2" A50VE CANT) �_�_ �_ 61, 1 ��, I ' I t '�" PLYWOOD ROOF ISF•IEATHING 1 1/2" _ ( I N �J CO � 5 Parapet Detail 4 Scupper Detail 3 , Scupper Elev'n Z 11 c� co pP Toilet Toile N m 11-011 w . J i#Z �3 4 y'.S D' -�+ « 'C v, I o 3 Q ao 1 CQ J\ O 4 toog_ To KGto I '�bj1 (�(r' N.V. OI i IXt! ( i R'' N _r : '� E +'' rte - I �. L I 2 .' Mme.- �rJP wA�.� '� r=�Iw►. w;c-u5 I r � T 0 j o -�Y �br I I W/ 2r�' -rr I IIV�LA.S !Nom. . _-I, ,�.M� 11N L . Z 6 n - F"�T1JR. FJ I J1�• I to � �''1'; I + a) L 131.0 '1�1- �1 _, 201 o+ + 22 go- m I I ARl 'YP a N - - Floor & Roof Pia off" 77- 8 6 + DATE" B N.` 1 I 1 gi,011 ��011 51.011 1011 b�ON ,. r �1.�r 1- LL 4� SNE F _ I �0► 01) RECEIVED 71, JON 1 , 19911 ROOF PLAN FLOOR PLAN LAN ommumIY DEVELOPb1EIy1 Hell Boulevard, BUP 95.0105 4" Bo!9 If this notice appears clearer 111,111 the document, the document is of marginal qual;ty. _ fJilljillf1��I+1+{+1t11 ��+�I�+�+�+�► +I+i+�+�+�+I► + �II�I+�+ill+ i�IIIIIIi�I�I � �� ������ � _ �_ F qu iIIIIIfIIllihfll �wlf ` r� I ~tit{41fI (IIIIIIIIIIIIIIIIII IIIIIIIIIIIIiIIIIIIIIIIIIIII) IINIIIIIIIIIIIIIII IIIIIIIIfIIIIIIIIIIIIIIIiIIIIIIIIItIIIIIIIIII IIIlII111 Illllill (Nf ft I 24Xflll'tcrt , uI 1 1t� '✓ERT. 12 G.a WIRE TO SUPPORT MAIN RUNNER OR C.R05$ RUNNER G44 WIRE rp MAIN RUNNE IN -S L b w 'IRECTIC?NS 51FAGkD AT9IN -..DID N. � <. TO ,ERT. SUPPc�T RE©UIR MENTE, .ice I ,. GAP ON 2 51GE5 TO ACG OD.�fiE I'�O✓EMEN? _-y ."�_�_ __._.O �.---_./�-- p. (� _ � Lam. C U U �`J i!V L�, V / 1 - SUPPORT ANGLE 5HC'U� D BE,1t1lDE ENOUGH TC � r PRE ✓EN'f RUNNERS FROM �i �ING OFF �. ... _..__. __. __._.__-,..._ _. _ . _ ._._... _ ____. _ .....•_.._.. .._____. ._..-_. I SYMBOL DESCRIPTION _- Yi 30L= DESCRIPTION / \ MAIN iiJIJNER .�. DSC � ` SUSPENDED GEILiNG `FLIJOFZESGEhT L,iC�i•IT-• ` � 1 _ 5UPPORT :NGLE L_ 2' x 4` pOX TROFFER J JUNCTION �SE LF-BRL�G tNG WALL � (�:_ ..Ll1 FLUORESCENT LIGHT - �' LONta 2-TUBE, SUI�ACE � PHONE J,tf.�iC 41" AFF., U.ON- 12' MAi y INCANDESCENT LI&4T - GEIS INC,, SURFACE I � T.Y. OUTLET 15" APF., U.0)r. I - INCANDESCENT LIGHT - CEILING, RECESSED C SPECIAL OUTLET cm � CLG. GRIDS ARE CR4CiEC) AT REG. INTER./-XII-5 -iG,41NST _ ._. __ _ _. .... -_- �_ _,_-- -- >- 0 LATERAL 4 `,/ERT MO/EMENT5 INCANDESCENT LIGHT - WALL MOUNTED /�/ FAN MOTOR � 01 2 THE CLG. SY5T 15 NOT F"5TENEG TC THE SURROUNDING }O( RXIT SIGN - GLG9. p�lTrn, © VIOKE DETECTOR H WALLS OR PARTITION$ U5E 50t:F1T5 TC RETURN THE CLG - -- --- - — - - _- -- _- - _ ._ _ __. ac "- EMERlGENC! LIGHT SMOKE DETECTOR W/ ALAP" C V 5" STEM O SUPPORTING 51-45 WHERE THE GLG MUST JOIN ] p -u� A WALL OR P4RTITION, AN ANGL.F WALL TRIM, W'GE ENC'UGH __. _. __ ��_ _ _ _._____._ .____._. ____ _�_.---_.__ .____ _ __w__-__..__. _. .. _ __1 S m o TO ALLOW FCR DIFFERENTIAL MO/EMENTS 15 PRO✓IDEG I °�IJIT - WALL 40" APF.. U.ON. R FIRE ALAN>Q'1 • HEAT DETECTOR >•c„) p MAIN t CRO55 RUNNERS HA✓E BANGERS T THE PERIM - SWITCH W/ DIMMER i C i yQ 50 THAT WALL TRii"Ig DO NOT 5UPPORT THE CEILING I - P _. __. 46 AFF., U.ON. �^ FIRE ALAW BELL 1/ u> ' WO _ _ ._ _ . Up ., 3. GR055 RUNNER5 ARE FASTENED TO THE 11.,IN RUNr.,ERS SWITCH - 3-WAY 48" AFF., WN. ( PIRA ALARM PULL 6TATION mO m USING LOCKING CLIPS CR 5IM DE'/ICES TO PRE ✓ENT GR055 - ---- �-- --- - - ____ __ ._-.__ _�. -�_ �_� Lw TEES PULLING OR *WISTINr OUTLET/gWITC.H COMBINAT;O►.I 15" AFF., UAN. EXHAUST FAN ' m Q .s CU' OF THE MAIN RUNNERS $ � { DUPLEX OUTLET 15" APF., U.ON. ! ,. .-.....�� . . _�AN/L1fsNT C01"1DMATIt7N _ . .__ 10 Seismic Bracing @ C I . -� _ DUPLEX OUTLET - RE=CESSED FLOOR FOURPLEX OUTLET 15" AFF. LEON. FOURPLEX OUTLET - t/4 SWITCHED 15" AFF., U.0.K ( , WATERPROOF DUPLEX OUTLET 16" AFF„ U.0x r; + WCESSED CEILING OUTLET - I l z✓r TOI LET �.► I 1%4%, �vA_.r - �, h.-+CSN ��-b. GM�••I� w, R,��S, _ -. I a n a 0 0 0 O ' n 11* n ED noun a G n 0 �r�NIIG R t�•1�., nF v�Js� G.('. --- _ � � � � U � � U . � U � � � ' 2, 04 o fi-- I a � REFLECTED CEILING PLAN , ,.� CQ ; � w c .- 121' G...•.1� G}C � � __ - -� Q I O m tJ7_ r Y K i_ •. _. __ . _ __..-- _._ _.__ - 1 I T - • _.._.-._.._..__..-._.....» - - _... -- - I rr , LJ or 10 v CQ -ell 0 ( { 'C7 - i , '' ? 421 ,tib• (TTP Ln I a � [ L_ � I r.� i y M { 54 h to �[ '► I �i � � �' ?. h • r I I I i O I N Ar Lill Y • �� Elect. & Pimb e � ' 1 �} � r.:� �,, •�. � -EXIT 51CCatU I I � rb c I , Rc , Rc _ Rofle , ' \ s,�r , n ___ DAlE . .JOB N0. � ro SHEET ' I �... -_ PLUMBING PLAN �_ - -- ELEC'1`R1cl4,L. PLAN Well Boulevard,15981 _w� -_. _-_ _,,__,f._• •' IUP 95.0105 Iot9 If this notice ,appears cle;u•er 111,111 the document, the document is of mal-gillqunl;,y. lj 1{: #� ! l I ;�jljllljijlj I�ijljlll{Ijl l �jljl�l�ljljl Ijljljl,ljlj! , l 1111INCH11 • , 2 4 X - �1111�1 Iltl{ai l Ill{{ih _i � ifi1 ;wtMill ii IIIA{1111 Itillllii�IIIIIIIIIIIIIIIIIIIIInllllll Illi{Illllllllllllillllllnilllnllullllullllnli llllnlll�li liabill Iinlliillhffl , , + w ilircri f9' • r i 2 . 17 17 7 17 17 Q17 ` 1►r r i • Q 0' 17 17 v r i M \ -- O O O Yo '_ '4 _ - - fl---- . EXISTING 8' T F"o nNIA HMX y0 :All X z \ �two " SW HALL BLVD. LANDSCAPE CONCEPT PLAN PLANT LEGEND NOTE: o - - ----- RED SUNSET MAPLE -- --- LOWFAST COTONEASTER ALL NEW LANDSCAPE AREAS TO BE IRRIGATED BY A FULLY (Acer rubrum 'Red Sunset' AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. - 2" Cal. (Cotoneaster d. Lst - 1 Gal., 3' O.c.) - Full trrre Headed at 6) 1 r -LYDIA BROOM. O CAPITAL PEAR (Ge Nsta lydia - 10al., 2' o.c.) Pyyrus calleryana 'Capital' - 2" Cal. - Full tree, Headed at 6') BLUE CHIP JUNIPER A -- HOGAN CEDAR (Juniperus h. 'Blue Chip' - 2 yai., 5' o.c.) t -------- (Ta plicata 'Fastigiate' - 8' Min. �J PACIFIC WAXMYR'TLE Full tree, Branched to ground) (Myrica cahtomica 5 Cil., as stwmn 0 5 10 20 Y SPS ) LUY. LAUREL NORTH SCALE: 1" O'TTO KEN= 10'-0" (Prunus I. `Otto Luyken - 1!1-448, SPtsce as shown) EXISTING LANDSCAPM TO REMAIN O RRASER'S " . . (Photinia tmeed - Get ' f r y L I Hall Boulevard, 15981 COUP 95-0105 H of 9 If this 11olice appears dearer 111:111 the document, the document is of margitmi i �l�ll lr,lllllll�Ii�illI►fiIi!IINlIf ��' 14411lllllI1 � l��llll'lllll i rlfl�li�llill ililili��l�li illlil�l�l�li �lil�l���l��i � E � i�nitil r 242 F. MICHAEL f" PR IIN WIND REVORWO � s2ap'o' AILING � 120° 'o" WIND Q - 4 GROUND FINISH GRADE - -1� __ --- - WALK, CURB, WALL,ETC. ' � •` f $TAKING PLAAI • /�~ s — 1/P/N TURF AND?'IN STAKING��N COVER AREAS /a`r ---- N01F: TOP OF COVER -- -.-- 4'MAXIMUM ' /' /rte 112'A IA0VF FINISH GRADE F-- (3)2"x 2"x 8'DOUGLAS FIR 1 (3)2"x 2"x 8'DOUGLAS FIR IN TURF MEAS;AIN STAKES, ATTACH TO TREE STAKES, ATTACH TO TREE GROUND COVER ANA � % ' WITH TWO STRANDS WITH TWO STRANDS COVER,11MKET'RCV' ,�--- VALVEBOX WITH TWISTED#12 NEW GAL TWISTED#12 NEW GALV. COVER WIRE&.NEW 5/B"RUBBER WIRE& NEW 518"RUBBER FINISH GRADE SPECIFIED --- ► HOSE SPECIFIED AI. HOSE O TREE CCy� --- SET CROWN OF ROOTBAL L TREE J 1 SET CROWN OF ROnTBALL ,. C� AT FINISH I -_-, --- -- AT FINISH GRA, -•------- EPDXY FILLED WIRE GRADE'• � CONNECTORS REMOVE BURLAP FROM r f4EMOVE BUH!-AP FROM �— COMMON AND CONTROL 'a�, :::'r' - - TOP 1/3 OF ROOTBALL TOP 1/3 OF ROOTBALL c WIRES (PROVIDE 24'OF <• j --- QUICK COUPLING VALVE AFTER STAKING AFTER STAKING WIRE IN COIL, EA.) < WITH LOCKING VINYL FINISH - r COVER GRADE BARK MULCH-2"DEPTH FINISH -1 BARK MULCH-2"DEPTH N 1 GRADE �� c PVC MALEADAPTER — BARK MULCH CIRCLE A BARK MULCH CIRCLE u I SOLENOID ACTUATED REMOTE SHALL EXTEND 6"BEYOND SHALL EXTEND 6"Ili .OND SCH 10 PVCCONTROL VALVE 1 TREE STAKES IN TURF AREAS TREE STAKES IN Ti INF AREAS " N %- ---- ?'X 1'X2I'REDW000 A PVC NIPPLE -_ c ' PVC ELL 1 CU FT.PEA GRAVEL - :..;.:;..• : :.. f _-- BACKFILL SOIL MIXTURE BACKFILL SOIL MIXTURE SCH BO PVC r PVC ELL • N/PPI.f "T---� -----N COMPACTED BACKFILL N COMPACTED BACKFILL PVC MAINLINE COVER AS SOIL MIXTURE ~` SOIL MIXTURE - - � l -- / NOTED IN LEGEND -- - PVC STREET ELL = T = - STAKES SHALL EXTEND rr7 I - STAKES SHALL EXTEND \ MINIMUM OF THREE FEET MINIMUM OF THREE FEET IN" LNDISTURBED SOIL INTO UNDISTURBED SOIL NOTE: USF 45-ELLS IMMEDIATELYOUTSIDEOFVALVF � � - PVC NIPPLE � ^ BOX,AS NECESSARY, FOR TRANSITION TO REQUIRED \ --_ LATERAL LINE DEPTH. PVC STREET ELL ROOT VALL-01A. +24" _ ;VOTE: STAIN TREE STAKES RQQTBA_U Q_!A, +24"_ NOTE: STAIN TREE STAKES 14 - -- - PVC MAINLINE (COVER AS SCARIFY SIDES& BOTTOM I WITH TWO# 707 OLYMPIC AST�N SCARIFY SIDES 8 BOTTOM WITH#707 OLYMPICASTAIN NOTED ON LEGEND) REMOTE CONTROL VALVE QUICK COUPLING VALVE TYPICAL DECIDUOUS TREE PLANTING DETAIL TYPICAL CONIFEROUS TREE PLANTING DETAIL W4LK, CURB, WALL,ETC. Z O ?LASTIC, HIGH POP-UP O BRASS GLOBE VALVE ��- SPRINKLER '- Z -- UNIONS EACH SIDE W APPROVED DOUBLE CHECK VALVE '-- cr ,� O - -------- VALVE BOX WITH LOCKING LID 1'MINUMUM - - - �I �' Y'` tr FINISH GRADEO W Q °O SET CROWN OF ROOTBALL -- (1) ALL GROUND COVER Q Q S2 _ - 1"ABOVE FINISH GRADE _ _ SHALL BE PLANTED AT 1 L 2"BARK MULCH EOUAL TRIANGULAR cr REMOVE BURLAP FROM �,0 SPACING PER 04 CENTER 1� 1 W 1 FINISH GRADE -I TDP 1/3 OF ROOTBALL / SPACING AS SPECIFIED W FROM METE - \ TO SYSTEM ON PLANTING PLAN a u (2) LOCATE GROUND COVER Q + SCHEDULE 80 PVC NIPPLE _ - ONE HALF OF SPECIFIED SCARIFY SIDES AND BOTTOM SPACING DISTANCE FROM � Q. J ' PVC STREET ELL - ANYCURB,SIDEWALK, OR m - BACKFILL SOIL MIXTURE -- ---- - _ _ _ OTHER HARD SURFACE, U) c J 1 UNLESS OTHERWISE Q -1 r COMMIXTUREACDBACKFILL SPECIFIED. Q SCHEDULE 80 PVC NIPPLE U) 1 - i SET VALVE BOXES ON BRICK& 6"DEEP \\, -- SPRING LOADED CHECK VALVE �I z Ln AS REOUIRED TO PREVENT LOW nj 314'MINUS CRUSHED ROCK BASE HEAD DRAINAGE EQUAL__-- Q ORA/N VALVE WITH GRAVEL SUMP- r ROOT BALL DIA, + 12" PVC LATERAL BURY 18"MINIMUM W QUICK COUPLER VALVE . TYPICAL GROUND COVER POINT OF CONNECTION POP-UP SPRINKLER TYPICAL SHRUB PLANTING DETAIL SHRUB COVER PLANTING DETAIL REVISIONS DATE 1-2-95 108 NO. 94122 DWN. I CHK. MF, L2 Hall Boulevard, 15981 m, OF SHEETS IjUP 95.0105 9ofg II' this iitoice appeal—S clesu•er• (11,111 file document, the document is of mru•I;innl qua( ty. �=;'�"'C D ��.I�ILIII124X illi i ii I ,��h�. _ �� _. _: �� i,l�:��l� tlil� � r(11i1i hili � � t i i i r � � i � i i � I � � ililili hili ililili ►l�l� ����r� �,�'i�rttr�tlt�t�tttltti� "�t�t� ._ ��itrlt��i �i�iln�i ii��lit��li���liii�Htiiln�i��n�liiii i�nl�i�ilinil�nili���l�i�,�nnln�i��+l�l�<<��i��ilnn�nnl�m �tali�`i� i�i�l�i«I�titlt -w r t ► .w rrh��