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7216 SW DURHAM ROAD BLDG 189 w r .q,.r.... ..._,..-...«.,.r_-._........—. ....._... .-....__.-.. - ........... .. .. .- ,. ,. _. .. .._—._............ _..._. ....,... ..........v_..w.._yr..:...,, ,. ._-.....,._....._.... ,..-... .. ............ ...... ....„r ...wv,..-. .. - ..-. .-... ..... _.... -.... ,k{6 ). .•e�.r %r•�ie�e �. �'R• t..3',`,:arn�vv,.:i L5 I V) l M 00 F-- O r tp N 44 o 04 V) D 00 rl L7 .0�• `' rri m • IM a� PACTRUST BUoclNESS NTER ,.a 0 " CLI . - PHASE V1 I DINGS (4 cQhT I LiJ 1m �N • ►- M 7 a 3 V G Ltp 0 — C <I, V01t O .�• C t0 02 1 s:: 40d- 5- I C' UJI 0) DRAWING INDEX w rn o f o M 1 UAL DRAWINGS -- PROJECT 029502( v��G� Q SUI SITE PLAN �O� P, ,vii OCA C Y S02 GRADING PLAN — SU3 JTILITY PLAN Off 1 `' t4J - - — - - -- - - -- CONTROL ROL L _ - I , S05 SITE DETAILS �O �� U LANDSCAPE PLAN i Q` it all M BLI1t.Dlt10E00 _lt - PROJECT /295186 ,r._, r 0 GSN-1 GENERAL ST CTLIRAL NOTES m CQ rn-? Al ILOUR OUNDATION PLAN A2 ELEVA t S & PANEL REINFORCING 00 l!Qrn1 A3 WA LTIONS Y / .� v BUILDINGS #186 187 -x- 188 r MILS A4 G +1 � � A5 �ETAILS ,^ A6 � DE TAILS cy- I BUILDING IV -- PROJECT /295187 r�GSN-1 GENERAL SiRU .ijJRAI NOTES (Jo J Al FLOAR/ROOF, dJ DATION PLAN A2 ELEVATIO dt PANEL REINFORCING C)- CO A3 WALL 9lONS A4 D T1�S A5 FAILS A6 'OT BUL DINB 188 - PROJECT 1295188 GSN--I GENERAL STRUCTURAL NOTES Al FLOOR/ROOF/FOUNDATION PLAN A2 ELEVATIONS k PANEL REINFORCING A3 WALL SECTIONS r- --�------- --- _ - - — __ _—__ �--- - A4 DETAILS ra u 1 0 0 0 - 1------ 1- -._--.. - --- --- -- - -- - - - - i--- - ----- -. A5 DETAILS („L j . lA6 DETAILS W - �- BANG, 189 -- PROJECT #295189 - - —- - GS 1 GENERAL S'RU / / i i / - RAL NOTES • _.- r� / . _-. • ' , / / i AIN FL.00R/ROOF DA TIONTPLAN A2 ELEVATI PANEL REINFORCING Of --- - A3 WALLIONS A4 D 7%) S L J A5 jTA1LS A6 DETAILS O PRO-CC f /195190 U L9LDINGS X189 + 190 A1n-i T FL-OOR/ROOfC�yND4TI0NPLAN A2 ELEVATdo PANEL REINFORCING A3 WAL •TIONS A4 LS A5 %47M TAILS A6 DETAILS C:HN;S 4wl. PSYMBULS AND REFERENCES INEQRMAI��N SECTION# NLMDM Kul 4Y MAWS A r — OWNER: PACTRUST PROPERTIES 1�` SHEET_— CONTACT: DICK KRIPPAEHNE, KEN GRIMES — 15115 SW SEQUOIA PKWY SUITE 200 DATE: -..� CATEGORY _ TIGARD, OREGON 7T�.MD (503) 624-6300 `, ter q5 sEcrrOrll DRAWN BY: wisrr �AT�Q WALL SECTION KEY MARKS AZ T -- ARCHITECT: MACKENZIE SAITO & ASSOCIATES, P.C. [1M(M (BLDG SHELL) CONTACT: D£NNIS MODS CATEGORY — 0690 SW FIANCROFT STREET CHECKED BY: _ •'J .a n PORTLAND, OREGON 97201 ()R W 7b OETAI (503) 224-9570 RFVIiION M �dy r FDrnOM P i p�Qt71V 1Z INC, s CLOSING ALS 1 - PARK - DETAIL REFERENCE MA7K5 -��T 1-_ CIVIL AND MACKENZIE ENGINEERING,STREET (p 1� DATE: STRUCTURAL 0690 5W EiANCROFT STREET ' CATEGORY ENGINEERS: PORTLANO, OREGON P7201-0039 --�- (503) 224-9560 _ STRUCTURAL CONTACT: TIM SCHWE'ITZER - n m4 »o - CIVIL CONTACT: KARL KOROCH CITY OF 1 nARD ' -'^-� r+n �ITE KEYNOTE Rllf)BI..E ( l� \ Approved................. ........ ................................ . ConditneUy Apnrnvnd '' nr ruw..KMK VFi7NcM1 d� o .� For on!y*he w01K q s 1 bod In; ........ .r �: ., 1 1#1 8 PERMIT Pia 19 •.. I I PARC■ �,! GENfERSy;Inttar to:1`01„ .. .. ............... ... .... i0TOC III ( ( _ I PANEL NIIM9FR ' t I R Job Addre^n: 7L CA3d__D 1 �� /7 .RENZ4/CAt TO! �StiGf1A Tf', Or -92a_" �• D:10:11��._.LI; i. Al MONIS RFSeRKD FOOTING NUM8L4 ASI Nc�s,,ARE POOL AA ANONINA A,,% Ff1 A ([U. OF gE�RU' DUICCCEEEp WRI rf;N E 3910N��M . 1111[[ VICINITY MAP .,,,... *. , 1Rtd7n1 p P^ ir . r`:i.. ..,,,III SHEET ` r cd: s o, I 0 ( 3 , I OF , I u I JOR N 0. u 7218 SW Durham Rd,1H 89 295186-� 995-0291 REVISED PERMIT SET 8/10/95 295190 295188 IF THIS NOTICE APPEARS CLEARER THAN THE OCT :1 195 DOCUMENT,THE DOCUMENT IS OF MARG114AL QUALITY. MICROFILMED 11►II�Il1{��� I�����!l�llli 1111111;IIi1111 IIIIIII1111111111111111il 'IIIIIIIIIIIIII 1111 IfIMT11111 IIICN I M�pi MM. Mfi Ing{II(((((�II(nllu(Ilnt t(nl(ruNlu9((n 1(nhm It1={ulltlmhm�Iuhm.Iuln►I nnlnn�ltrin ntbn Iui11I 1(((h(� r�i�i �drrst �ti Ilsn.n11t1!I N(1I1111 u11111� nnh It k� m �d.W-....,...i¢,.a.r'_.v:c. Yia'.t4e.L���.�tlY1Le..J� i1hInCJ� '�' �.f.lY ...:.La..;....,.a. -:w.u.-_.,,.�.._...,-..�.... _ '•kn+ •��iA -�i�IRFt(tr+wne.R. v�w.nA.�moNt�+R _ .-sietasta--'-:�:rr.::rcrr.--xrr:xYt-=r�-r' .....__.:•-. . .. ... ,.. -. . .Fire: - - '••"`�T�+ +4,:Mw.'rM+'• ...{.,,,.„y.•. -_q.!,n.�•y. ��je!` _',w,�`►• .+t,,.r...�n.+rliw�jlq:-,.rMr..:r.. ..aw 1..+...w_. ...._ .... ,+.,......._....._.•.._....... . 141$11i - •. i (!,11t 1 ( ! (� - 1 I t •v•1IN'.--' / --� ��....�� 1 i---------- _ _ ._.-_..___•---.......r _._....�.. .Y.._..... _._._..,..___ _„�+•,_ 7 I i •�� ' �'► ' � { _� ST 1 - SITE DATA _ _ ----=� StSE 1 W . (. .._ -RIM M.57 -- _-� - r 1 I ! i N 1 .45 - SITE AREA 513,700 S.F. i1 ..41 11 - ' 1 f?LDG AREA r 01 LD1 4) `- -- -- --- +. #186 52,500 S.F. LL c FIRE i�tB - _ �._. r;! } I #187 25,000 S.F. C `,O N ills,l I 1 P - g 11 g ' 1 1 ` . 2 1 ; <_u c to t 6 3' m9 I �.._ 1 r X188 27,500 S.F. 0 1 C ri 13 " 100 W 1 % \r \ •� „� j 1 18E 43,435 S.F. c cV o, 8 4 10 r 5 9 ''� .__ l I #190 31,565 S.F. 0 L t7 v, >�Nf 3 SP -33' SP =33 \ `�,; �J - -- -r ~ © uh r -� F' I 11 �' �_ •, �~ b 1 TOTAL = 180,000 S.F. t" • a- - I 8 SPI �1 7 ' I I j 1 1i S� 1 3' 1 ` , `~•K r ~� ,/�• f I ' Eil_DG COVERAGE r o' • rn '< St3.0 .. ---- - - - _ - i4 �~'�. �`. FH. .`- r LANDSCAPE AREA = X W •3 o a a STM ,,; , :.�� ':.' +� 1 • 1 RIM 'Sb. ��'`� 1 I ZONE: __ t �-- i 3 �1 S� 13 13 6 F 153.44 W `- IP to o STM 45.0' .VARIES 9 olm It++ lSkj �/ �.� 1 ) , o r~,n 24 MIN. 154` O / '� , ��., W _ u u'm I ! e�c� M (PTR ) ° o o N Lia 52,500 SF �� _ 52 SPACES 0 18 U 935/1,000 SF (iJ y i F..F.=158.50 � �r � ?. ;� � `.� �`. ~� � � r y V CO) . �, PARKING M a c) � a 13 �. 14�rt . . _ / I �" - _. �.__ ___ g v o a- a 4 $j 3 \ ,� -�_•J (ALL SPACES ARE 9' x 16') , `may 8 �+ \ ` REQUIRED = 346 88.2' °' p C) Ln PROVIDED: R ♦ ♦ • • • ♦ ♦ ♦ • • • ♦ ♦ • - clof 13 s } N lib �� p.' �"�+: . .___ • • • . • . STANDARD 362 1 14 '� 0 W HANDICAP = 16 6 O F.D.0 F.H. -- 8•I + •, TOTAL - 376 �./ 12, 51• 14' 226' REMOVE' EXISTING '1 ' ` - - - - - --- - --- - ------ �D / ` � r. 1 Riid 73.N8 1 w Z FENCE TYPICAL -�•.� ' I 4 I 418 18' o 18 47' ,��• / / . 13 W w U in 12 113' 14' 103' D b 41$ 10 11 / ' -j L11 (�} ' F.H. 1, 1e' o' K �• LLJ C� 9 6 F.D.0 : F. S 170,6! x-=- 54.9' • • N I• 'rrj, - ' '? 8 I.F. iSE. "`IO 29 Z CY l� 07 SI/ • --: ' ---___ ,M , , . LEGEND , LJ o cn a- _ 2r + - --- - Q Q ,0 16' - 1�_. j 11a I I ■ CATCH BASIN SEE DETAIL 70.0' _ - , BLDG. N (PTR i�87) 28,0 28' 25,000 SF 13 ;',j / LP SQUARE LiGHT POLE 20' T. W/ -' 38 .SPACES. 13 ► v (m SHOE BOY STYLE FIXTURE L-I- ■ 1.52/1,000 Sf , r" 11 rt F.F'.-i64.00 8 1 _ OQ O (PTA ON �S �' -25' _ �.�� ,>) �N YARD LIGHT M ` 43,435 5F 9 ► .�; 'n - I #1 SHOE BOX ::TYLE Q - - 97 SPACES 8 Q j 13 13 7.223/1,000 SF � Q ON GRADE OVERHEAD DOOR 1' --� -- •-r- • F F.=165.00 -- i I ► , Z CM i DOCK DOOR � '' r ! • �• 4 6 u FIRE HYDRANT 4 42' 5 S - 531 P - 60' 1 EN DO P (PTA 4190) -II - t� 1 ii a FIRE DEPARTMENT CONNECTION 1 , ![�_ _ _ �8 V � o �/ ► 118 SPACES ,�`r, p REMOVE EXISTING-/ 12 . 4.226/1.000 SF - I FENCE TYPICAL. 1 8 8 / J " 16' F.F-170.OJ N ; /�` 5 SP �. 4 n o 42' 60' ► �'' I � I ' Lb ,1 .1 1 13 14 T .y F.D.C. 4. •' 15 -1 � ♦ ♦ ♦ ♦ u - F.H.4 F.. .. 13 45.0 _ i. _ r ?`�J 7 J _! o 20 .o A,) uo 13 13 13 !7 c, 13 4 k I LrL1 F.D.C. • ) I ( IN peer ) �Y BLS O (PTA #W) 16' 8' " 1- 8 1 lash � 40 ft. 27,500 SF gip- r D.0 i 41, SPACES Ig ��Ij 1' 4 - k6� •t • F.H. - - '82.41-- 1.367/1,000 SF I j F.F.=169.00 pp,, r, �. i__ 1. 1T 3 04 '00 45.0' 0 N I I / _.. 10 yp. ri..- _ GENERAL NOTES 7 p ' I ( O P - 0 �10 S 9 ' 1 g ' I -_ / - I A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD \ REMOVE EXISTING / �+ , ?pr EXISTING SCALE -' i - OVERHEAD POWER AND TRAILER TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION LiNT AND POLES -W.A . OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. COuROINATE WITH TO BE REMOVED ,���--•-_` POWER COMPANY SITE PLAN REMOVE EXISTING / r,.H. B. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: j 1 FENCE AND GATE FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, C'.ASS 52 I I TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND v� lbj�tl4 UNIFORM PLUMBING CODE. , oo� C. SANITARY SEWER MATERIALS: -' (('�� INTERIOR AND W?THIN 5' OF BUILDING: CAST IRON PIPE KEYNOTES _ OTHER AREAS PVC CONFORMING f0 ASTM D-3034. 1. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL 13/SD5 D, THE WORKING nan.uylNGS ARE GENERALLY DIAGRAMMATIC. THLY DO NOT EXPIRES: 6 j30 35 DATE: 2. CONSTRUCT CITY (?F 'TIGARD STANDARD CONC. COMMERCIAL �IPiVEWAY SNOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSfALLATiON IN THE I. SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT t FIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. 3. STORM DRAIN INLET CATCH BASIN SEE DETAIL 1/SD5 DRAWN BY: 4. FOR ASPHALT PAVEMENT SECTION SEE GEOENGINEERS' REPORT ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH '"'--• �� � \`---- -� � 5. 12" WIDC WHITE CROSSWALK PAINT STRIPE EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. HR ;YY EXISTING UNDERGROUND UTILITIES LAYING WiTHIN THE LIMITS OF EXCAVATION CHECKED -, I \-� �� 6. LANDSCAPE AREA SEE LANDSCAPE PLAN SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, BY: 7. 6 CONCRETE TRASH DUMPSTER PADmummm PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH RWB I , _ \ \ jLRISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY �N+ �`���s 8. DISABLED PARKING STALi. SEE DETAILS 8/SD5 ENG11vEL.P 'F i NEP.E ARE ANY DISCREPANCIES. v REVISION 9. METAL STAIR SEE DETAIL 2 'A6 EDITION 1•`7' / q CLOSING j��- • E. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM F LUMBiNG CODE (@ � 10. 4" WHITE PAINT STRIPE TYPICAL_ ALL PARKING STALLS 11. SIDEWALK RAMP (MAXIMUM SLOPE 1:12). SEE DETAIL '7/SD5 CHAPTER 4, SECTION 406, AND PHAPTER 11. ;E c I iON 1107. I .rte•'"+ ' �-- ..,,�., � __ 12. MATCH EXISTING SIDEWALK. 1 X } F. TERMINATE BUILDING FIRE SERVICE ,1T 5' FROM EIUiLDING. 13. 4" THICK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL 11/SD5 PAW I 14. 4" THICK BY 6' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12/SD5 G. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO VICINITY MAF' 15. FIELD INLET, SEE DETAIL 5/SD5 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 0 NOT TO SCALE H. EFFECTIVE EROSION CONTROL iS REQUIRED. EROSION CONTROL DEVICES I MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CiTY MAY, AT ANY TiME, ORDER CORRECTIVE ACTION AND STC'PPAGE OF WORK TO ACCOMPLISH ECTiVE EROSION CONTROL. N f 1. EFFECTIVE DRAINAGE C "r)I IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN T K SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PF PUBLIC PROPERTY, AND THE RECEIVING r SYSTEM ARE NOT ADVL,,jr_L I IMPACTEG THE CiTY MAY, AT ANY TIME, ORDER w e E�`ERN�iggEERNC qn CORRECTIVE. ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE THUX c�t.MNcs DRAINAGE CONTROL. MACvCNIf ENoMCl.RINO INf, L I(t ,No c IN tt,9E usE�D m o ic.Y.0 , AMY MAN x MFH I , I .h: ��glClq NPITTt-N F'CgMISLUN SIE M(1 J. EXIST iNQ TOPOGRAPHIC INFORMATION iS FROM DAVID EVANS & ASSOCIATES a TOPOGRAPHIC SURVEY. SHEET J N i I K. PiPE OUTFALL INTO WATER QUALITY POND SHALL. BE MITERED TO MATCH GROUND a SLOPE. OUTFALL PROTECTION SHALL CONSIST OF A 10'x10'xl2" THiCK RIPRAI' BLANKET (CLASS 50) ON A 6- BED OF 2--0' CRUSHED AGGREGATE. N L. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SD SEE PLUMBiNG/MECHANICAL I I Nn DRAWINGS FOR CONTINUATION WiTHiN BUILDING. CONFIRM LOCATIONS PRIOR N TO CONSTRUCTION. OF M. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE. CONNECTED TO THE STORM DRAIN PIPES BY 6" STORM LiNES WITH 2X MiNiMUM SLOPE. J013 NC). TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: DAVID EVANS AND ASSOCIATES 29,, 026 SURVEY DATE: - AS i"ILED � ri u> DATUM ELEVATION: 7218SwDurham Rd,A1e9 J, _ -_ . R PERMIT 5/15/95 m �. w- __ , UP 93-0291 , 2oi9 I IF THIS NOTICE APPEARS C1,F A RFR THAN THE OCT 51998 D1K'IIMF.NT,TME i)OCIIMF.NT IS 4)F;MARGINAL QUAI,ITY. MICROFILMED '��,t,1��,►,�1;���,�I',►,� ��1,��'I��i�i � �',�,�,�I�,�E� 1,1M�,I�i,�,► r,,;t,t��i mONO !►tlltti�ullttn;tnhm 11tht�+lhnt u111�;n 1��n�Ilthm nllhlu nlllnl�tnI!ItniLIR 1►Ilttt n111nLL ndnL+tull�tul ml11n11111h1n Itlrlullt!ft�t+L lnkn to cttrirn►�In u' ,hitt HLLILLL n►hLLL 1miL;. 1 : a �YixYAldii��..�areilYl�Y:I..a,:n,eLse.,d �.w.oat�_y.sa.IWi�d•_�wN g��,./ki'.ltrrr,au;ihLem.,.:.u,_- �-. -v ���,.,.n.:..:�Isd.LY�® Wut�er�� w,,.�ey.,.,:,,.,- ��-^�_u�>_��,r���iYYIW6a�ava' - ..`. - ��- - -- -- - - .wYyLl�Wrrilr - -- ! ir WNW owl Imp IL SITE CAST MT-UP CCS+ >EM WALL PANEL NOTES LI I-ff GAGE STEEL FRAMING �' Fir � -F�1Ni7ATK)N _ ._ -- GENERAL 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A 1. UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARE TO BE 1. STEEL TO BE: STRUCTURAL NOTES REPORT PREPARED BY CEJ ENGINEER -, GEOTECHNICAL PRECAST ON SITE, T11 T-UP CONCRETE WALL PANELS. - _._ .� -'" - - - MARCH 14, 1995 A. ASTM A-446 GRADED F 50 KSI FOR 16-GAGE AND HEAVIER. CONSULTANTS, PRELIMINARY REPORT DATED _ THE CONTRACTOR ( Y = ) W W) g SHALL PERFORM EXCAVATIONS, '-OUTING CONSTRUCTION, AND PREPARATION OF 2. `:EE GENERAL NOTES SECTIONS: "CONCRETE" AND "STRUCTURAL STEEL" FOR B. ASTM A-446 GRADE A (Fy - 33 KSI) FOR 18-GAGE AND LIGHTER. +- o N THE SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEuDEU PLATE SPECIFICAT,ONS. Q RECOMMENDATIONS CONTAINED iN THE GEOTECHNICAL REPORT AND THE 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT-GAGE STEEL E5 c 00 U � x N PROJECT SPECIFICATIONS• 3. THE LENTERLINE OF SINGLE MAT STEEL SHiiLL COINCIDE WITH THE FRAMING SHALL CONFORM TO UBC STANDARD 27--9 AND AISI SPE„IFICATIONS. O a o N Msm CF TERIA .;ENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH (/) D m W) -'- ------ 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2" CLEAR ON THE OUTSIDE 3. PROVIDE ALL ACCESSJRIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, •. c� ,in 1. GOVERNING BUILDING CODE: 1991 UNIFORM BUILDING CODE, WITH ALLOWAaLE SOIL-BEARING PRESSURE OF 1500 PSF. FACE AND 3/4" CLEAR ON THE INSIDE FACE. SEE PANEL ELEVATIONS FOR WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTH R ACCESSORIES � �a- ADDITIONAL REINFORCEMENT REQUIREMENTS. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. c`�f c • M q AMENDMENTS. 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER o`o 2. GRAVITY LIVE LOADS: FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED 4. PROVIDE 2-#5 CONTINUOUS AT THE TOP, BOT I-OM AND SIDES OF EACH PANEL 4. STUDS TO BE BRACED WITH BRIDGING IN ACCORDANCE WITH MANUFACTURER'S U • �'�j s { � TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL ENGINEER AND AT THE MEAD, JAMBS AND SILL OF EACH OPENING AND EACH FUTURE RECOMMENDATIONS. Ir- w► a ROOF . . . . . . . . . . . . . . . . . . . . . . 25 PSF BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. KNOCK--OUT OPENING iN THE PANEL. Q 'c rr, L 5. METAL FRAMING CONNECTIONS ARE TO BE WELDED, EXCEPT MERE SELF- (n c a a) rn (SNOW BUILD-UP IN ACCORDANCE WITH 1991 UBC APPENDIX CH 23) ! 4. CONTRACTOR N7!_L PROVIDE FOR OE-WATERING OF EXCAVATIONS FROM EITHER 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL DRILLING SCREWS HAVE BEEN SPECIFIED. a c W c N ' SURFACE, GROUND, OR SEEPAGE WATER. DIMENSIONS, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, WELD PLATE • m rnN i 3. SEISMIC LOCATIONS AND REPORT ANY DISCREPANCIES 'TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CUWFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE N m in 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW PRIOR TO CASTING PANELS. CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. Z_ 0 3 o w ? `� SEISMIC ZONE . 3 CONSTRUCTION SHALL BE REMOVED. Y o V' c •• IMPORTANCE FACTOR I. . . . . . . . . . . . . . . . . . . . 1.0 6. EXTERNAL EXPOSED EDGES OF PANELS SHALL. BE CHAMFERED, ALL INSIDE EDGES -10 HAVE 7. DESIGNATED COLD-FORMED SHAPES SHALL. BE BY ANGELES METAL SYSTEM OR L1 t o a c I BUILDING TYPE Rw . . . . . . . . . . . . . 6 6. SITE PREPARATION AND OVEREXCAVATION/RECOMPACTION OF SOILS STALL BE TOOLED EDGE 3/8" RADIUS. APPROVED EQUIVALENT. Q ` � o 0 PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE `t o a_ n' SOILS REPORT REFERENCED ABOVE. 7. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFCRS, 4. WINO ETC. 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ck� BASIC WIND SPEED . . . . . . . . . . . . . . . . . . 80 MPH CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH 8. THE PANELS HAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS .)NLY. LAJ BANKS. THE GENERA!_ CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING ' EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . H DESIGN AND METHOD. �-' IMPOR-LANCE FACTOR !. 1.0 y CONCREM w fl 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED J ST1UCIURAL WOOD 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY FINISHED TO MEF.:T THE ARCHITECT'S APPROVAL. ------ U Ori in Z AND REVIEWED BY THE ENGINEER. MINII-AUM COARSE AGGREGATE SIZE IS 3/4" INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER '.ICENSED 1N THE 10. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE 1. THE QUALITY OF ALL 'WOOD MEMBERS AVD THEIR FASTENINGS SHALL (/) 00 0 STATE OF THE PROJECT. SLAB POUR STRIP HAS BEEN POURED AND THE ROOF- DIAPHIZAG04 CONFORM 70 SECTION 2501 OF THE 1y91 UBC. W r' CONSTRUC,';ON HAS BEEN COMPLETED. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING WCif 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. SPECIFIED TABLES, U.N.O. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 11. DO NOT WELD CHORD TIE, CORNER PANEL TO PANEL EMBEDS, PANEL TO FOOTING, V) U, PORTLAND CEMENT SHALL BE TYPE I CR TYPE II AND SHALL CONFORM TO .ASTM OR SHEAR WALL TO FOOTINGS UNTIL APPROVED BY SOILS ENGINEER FOR INITIAL FRAMING MEMBERS: DOUGLAS FIR - LARCH (NORTH) PORTION OF TABLE 25-A-1 C150. SETTELMCNT do PANELS HAVE BEEN RE--LEVELED. MINUMUM TEMPORARY SHIM GENERAL (UBC) " 0 -- PANELS AT EA. END & QUARTER POINTS TO DISTRIBUTE LOADING. m �J Qr PLYWOOD: TABLE_ 25-8 (UBC) 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCIURAL 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. o Q NOTES. CONSULT THE SPECIFICATIGNS FOR ADDITIONAL REQUIREMENTS IN ADMIXTURES USLD TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL 12. CONTRACTOR TO PROVIDE MONITORING POINTS ON PANELS WITH INITIAL SET 3, ALL STRUCTURAL RL-(WOOD SHEATHING SHALL BE FABRICATED WITH EXTERIOR ~ U EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL, TAKE NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. POINT do WEEKLY READINGS TO SOILS ENGINEER. MONITORS SHALL HAVE MAX. 100' CLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION V) m PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NOT BE USED. SPACING, MIN. (1) PER WALL, CONFIRM FINAL LOCATIONS WITH SOILS ENG. :D AND INDUSTRIAL PLYWOOD. cy- Q 2. THE CONTRACTOR SHALL_ VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 4. COMPRESSIVE STRENGThS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 13. AT VERTICAL k HORIZONTAL STEEL OVERLAPS, VERTICAL STEEL CLEARANCES 4. ALL FRAMING MEMBL '?`7 AND PLYWOOD SHALL BE GRADE MARKED. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREF-ANCIFS OR FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSI TO FACE OF PANEL TO BE MATNTAINED. U INCONSIS TENCIES. SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI 5. FRAMING MEMEERS SHALL CONFORM TO THE FOLLOWING GRADES: Q L11 TILT-UP PANELS AND COLUMNS . . . . . . . . . . . . . . . . . . . 4000 PSI � 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL STUDS, DF-L, STUD OR BETTER DRAWINGS. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM FO ACI PANELIZED ROOF SUBPURL.IN S, DF-L NO. 2 OR BETTER 304R--85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST PLATES, DF-L NO. 2 OR BETTER 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM WFIlCM CONCRETE IS 'fU BE PLACED SHALL BE THOROUGHLY CLEANED. STRUCTURAL STEEL 4W BUILDING CODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 1993 LAITANCE AND STANDING WATER SHALL BE REMOVED. 6. 1991 UBC TABLE 25.-Q, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE F"r EDI11OhJ OF THE STRUCTURAL SPECIALTY CODE. 1. STRUCTURAL STEEL ROILED SHAPES AND PLATES SHALL CONFORM TO ASTM RESTRICTIVE NAILING IS INDICA.-FED ON THE PLANS OR DETAILS. 0 6. ALL. RE!NFORCINC BARS, ANCHOR BOLTS, AND OTHFR CONCRETE INSERTS A35. 5. SEF ARCHITECTURAL. DRAWINGS FCR THE FOLLOWING: SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PRO�,`IDE 7, SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL BE a. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE PRESSURE TREATED. 10 .i b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PROTECTION SPECIFIED. B, OR AS i M ASU1. MILL TEST REPORTS FOR i HE STEEL PIPE SHALL DE < 7- ' PAR'iITIONS. SUBMITTED FOR APPROVAL, 8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, c. SIZE AND LOCATION OF ALL. CONCRETE CURBS, FLOOR DRAINS, SLOPES, 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS DEPRESSED AREAS. CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FOLLOWS: (SEE A.C.I. .318-89 SECTION 7.7 FOR CONDITIONS NOT NOTED) 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (FYDEPENDING ON BOLT SIZE. ' ETC. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 46 KSI). 9. BOLT Ht)L.ES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. U d. SIZE AND LOCATION OF' ALL FLOOR AND ROOF OPENINGS, EXCEPT AS b. CONCRETE EXPOSED TO EARTH OR WEATHER FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. SHOWN. BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . 2" 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, JNLESS NOTED OTHERWISE. y e. FLOOR AND ROOF FINISHES. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1 112- Q' l.l...l 10. PRE- JR1LI. NAIL HOLES WHERE NECESSARY 'f0 PREVENT SPLITTING- � f. DIMENSIONS NOT SHOWN CIN STRUCTURAL DRAWINGS. c. CO !CRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM i-- SLABS, WALLS, - x+11 BARIS AND SMALLER. . . . . . . . .3/4' 10 THE A1SC "SPECIFIC, kT10N FOR THE CFSIGN, FABRICA T ION AND ERECTION OF 11. EACH GLU--LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING BEAMS, COLUMNS - TIES, STIRRUPS, SPIRAL ` . . . . . . . . . 1 1/2" STRUCTURAL STEEL FOR BUILDINGS," 197,9 EDITION AND AMENDMENTS, AND NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION m 6. SEE MECHANICAL, PLUMBING. AND ELECTRICAL DRAWINGS FOR THE THE AISC "CODE OF STANDARD PRACTICL: FOR STEEL BUILDINGS AND BRIDGES," CERTIFYING THAT THE MEMBERS MFFT THE 1991 UBC REQUIREMENTS SUCH FOLLOWING: 8. REINFORCING STEEL_ FOR CONCRETE SHALL BE GRADE.: 60 AND SHALL CONFORM TO 1986 EDITION AND AMENDMENTS. CERTIFICATES MUST 8E MADE BY AN APPROVED AGENCY OF THE A.P.A.ASTM A 615 ORA 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS cy- 6. SUBMIT STRJCTURAL DESIGN DRAWINGS AND CAI.CUL-ATIONS (BEARING THE o. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WAIL. AND SLAB OPENINGS, SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE 12. GLU--LAMINATED MEMBERS SHALL CE A COMBINATION 4)F 24F--V4 (D.F. - LARCH), 4.1..1 ETC., EXCEPT AS SHOWN OR NOTED. CONTRACT DOCUMENTS OR APPROVED RY' THE STRUCTURAL_ ENGINEER. SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN T.HE STATE OF THE PROJECT) 2 b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.. FOR THE DESIGN OF THE STEEL_ JOIST CIRP.ERS. 4F--V8 (11.F. - LARCH), INDUSTRIAL GRADE, AND EXTt RZUR GLUE, UNLESS NOTED ,L OTHERWISE ON PLAN. I•,y� c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURE d. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 7. WEL;jING SHALL. CONFORM TO 7HE AMERICAN WELDING SOCIETY STANDARD FOR MOTOR MOUNTS. 01.4-79. E70XX ELECTRODES SF„1LL BE USED IN WELDING A 706 REINFORCING D1.1-8C, ELE'CTRODFS FOR SHOP AND FICLL: WELDS -SHALL CONFORM TO ASTM BARS TO A 36 STRUCTURAL STEEL. A233, CLASS E70yx . f /x 7. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF 7H1_ CONTRACTOR. THE CONTRACTOR SHALL_ TAKE ALL. 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL 8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NGT DETAILED ON THE SPECIAL INSFEC710N NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL - 1988, CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PR .-')R APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE ,ND CONNECTION STRUCTURE AT ALL. STAGES OF CONSTRUCTION. ACI COMMITTEE 315. iIN ACCORDANCE WITH UEC SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE I TO BE MADE. SPECIAL INSPECNON. SEE THE SPECIFR ATIONS FOR ADDITIONAL REQUIREMENTS E ` 8. THE CONTRACT STRUCTURAL- DRAWINGS AND SPECIFICATIONS REPRESENT THE 11. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C827, AND FOR INSPECTION AND TESTING i FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. 9. HEADED CONCRETE ANCHORS SHALL BE NELSON HE.ADFD CONCRETE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE' ALL MEASURES PREGROU►ING OF BASE PLATES WILL NOT BE PERMITTED. ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. -- �- - -- - _ �= f NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING ANCHORS SHALL BE AUTOMA i 1CALLY END WELDED WITH SUITABLE STUD ITEM PER SEC. 306- DESCRIPTION DATE: CONSTRUCTION. SUCH MEASUR= SHALL INCLUDE, BUT NOT BE LIMITED TO, 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN � t5 95 r,ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STIED WELDING 1. CONCRETE -STRUCTURAL CONCRETEROW CN BY: BRACING, SHORING FUR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY FOR THE REQUIRED CAMBERS/SLOPES. -- _ __- THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE COMPANY. SLD ITEMS, 13. CONL:'JIT OR PIPE SIZE (OD) SHALL NO fiiCFc`D 3G' PERCENT OF SLAB 2. BOLTS INSTALLED 1N CONCRETE -WEDGE ANCHOR INSTALLATION CHECKED BY: THICKNE;,, AND SHALL. BE PLACED BETWEEN TOP ANO BOTTOM REINFORCING, 10. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS MAERE INDICATED ON DRAWINGS rNRW (OR APPROVED EQUAL), AN 9. OPENINGS, POCKETS, ETC, SHALL NO-1 8E PLACED 1N STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF' CONDUITS SHALL_ BE MADE FROM LOW CARBON STEEL ----- -' '-"-- IO UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END-WELDED 3. REIN ORCING STEEL -REINFORCING STEEL PLACEMENT REMSN N WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING IN FOUNDATION AND TILT WALL : CLOSING PROVIDED. ENGINEER. SHALL BE IN .ACCORDANCE WITH THE RECOMIT-NDATIONS OF 'THE NELSON PANELS DATE: 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS 1N CONCRETE STUD WELDING COMFAN!". 4. WELDING -AIL FIELD WELDING DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BEFORE PLACING. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS 11 SHOP V1E�DiNG BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH, SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT `- �-V-- -A! '.. ---- ! SHOWN ON THE DRAWINGS. 5. Pl.YWUOD DlAPHRAC.MS -ALL NAILING OF PLYWOOD 11. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS DIAPHRAGMS DETAIL IN ESTIMATING AND -ONSTRUCTION TO EVER'( LIKE CONDITION _-- -- - --- - _ _ WHETHER OR NOT THE REFERENCE 1S MADE IN EVERY INSTANCE. ABBREVIATIONS DIAPH DIAPHRAGM FB FLAT BAR HDR HEADER LB LAG BOLT OC ON CENTER SCH S0_'-DULF. UNC) UNLESS NOTED OTHERWISE DIM DIMENSION FIN FINISHED HGR BANGER LL LIVE LOAD OD OUTSIDE DIAMETER SHTG SHEA THING U/S UNDERSIDE OL DEAD LOAD FLR FLOOR HORIZ HORIZONTAL LLV LONG LEG VERTICAL OF OUTSIDE FACE `:IM SIMILAR 99N. ALL RIC no a SFRWr, svc � �A95, ALL RYCN 75 'tESf RVFP ! DO DITTO FN FIELD NAILING HS HEADED STUD LONGIT LONGITUDINAL OH OPPOSITE HAND 31_V SHORT LFG VERTICAL AB ANCHOR BOLT CJ CONTRA JOINT DN DOWN FOC FACE OF CONCRETE HSA HIGH STRENGTH BOLT LP LUWPOINT OPNO OPENING SPA SPACES ",)A�'`A!I11{'"�`k('NO1 di A�Seb�'`r�*� AFF ABOVE FINISH FLOOR CENTER UNE DP DEEP FOM FACE OF MASONRY HVAC HEATING, VF_NTILATION AND LWC LIGHTWEIGHT CONCRETE GVHD OVERHEAD SPEC SPECIFICATION R10p,i�mi": Null wW+Pcw AN of MAA ALT ALTERNATE CLR CLEAR DWG DRAN1NG FOS FACE OF STUDS AIR CONDITIONING STAGG STAGGERED ALUM ALUMINUM CMU CONCRETE MASONRY UNIT DWLS DOWELS FND FOUNDATION STD STANDARD SHEET ANDD ANODIZED COL COLUMN FT FEET 00T MAS MASONRY YF_RT VERTICAL MAIL MATERIAL �' PLATE STIFF SIIFFFNER IF APPROX APPROXIMATE CONC CONCRETE FTG FOOTING ARCH'L ARCHITECTURAL CONN CONNECTION MAX MAXIMUM PIYWD PLYWOOD T MB MACHINE BOLT / TOP AND BOTTOM fl f OF PS POUR STRIP CUNT CONTINUOUS FF EACH FACE ID INSIDE DIMENSION MECH'L MECHANICAL PSF POUNDS PER SQUARE FOOT � GSN 1 0 AT CONST JT CONSTRUCTION JOIN' EA EACH CK(NESS) B/ BOTTOM OF COORD COORDINATE EIFS EXTERIOR INSULATION IF INSIDE FACE MPGR MANUFACTURER PSI POUNDS PER SQUARE INCH TNK T I MIN MINIMUM FT PRESSURE TREATED TL TOTAL LOAD ON BOUNDARY NAIL CSK COUNTERSINK FINISH SYSTF_M INSUL INSULATION W/ WITH { BrWN 9ETWEEN CTR CENTER ELEV ELEVATION INT INTERIOR MISE MISCELLANEOUS TM TOE NAIL WD WOOL) ' ELECT ELECTRICAL TOS TOE' OF FOOTING BLDG BUILDING f MK MARK TOS TOP OF REF REFERENCE TDI/ 70P OF WAU.L W/O WITH OUT OF 1 ALK BLOCK d PENNEY(NAILS) ETI EDGE NAIL GA GAUGE 1VWF WELDED WIRE FABRIC HLKG BLOCKING DBL DOUBLE EQ EQUAL GALV GALVANIZED NIC NOT IN CONTRACT REINF REINFORCING TRANSV rRANSVFRSF. JOB NO, BM BEAM DBA DEFORMED 9AR ANCHOR EXIST EXISTING GEN GENERAL N0.// NUMBER REC REQUIRED TS TUBE STEEL ' BUTT BOTTOM OF DOUGLAS FIR EXP J7 EXPANSION JOINT GLB GLU LAM BEAM .IST JOIST NOM NOMINAL_ REV REVISION TYP TYPICAL REVISES F ERMiT SET �/1O/9� 2-95188 BRG BEARING DIA/0 DIAMETER EXT EXTERIOR GR GRADE JT JOINT NTS NOT -0 SCALE RO ROUC44 OPENING 1 7218 SW Durham Rd,1189 •� .. � ..�.._-...�.�.. -._....� ._.._.��_.,___.., ...., ._...._.._._.. ....�.�� ._..._.._�..�_..._...�_...-....__,..........._ _._�,�_._..�_.�,_ __.______�-.._�_.__.._... 8UP 950291 9of9 IF THIS 11'ITICF.APPEARS CLEARER THAN THE OCT 5 M8 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 114{i�l{I{I{I I{S D 'Ihf{��I�{ {4 ft I I{' 14{1{!ipill ' i{!II{!�4{I{I I !{I{i{I�i{Ili I I{4{I{4�1{!ji Till{I{Til{I{i{ l {I{1=I{I{!{I ijl{I{1�11111j III{1111111L1{1111 L !II!1114 IIIIiIflrllllirll Illilllll IIIIIII!111!II!111111!I!!11!!11{11!11111{i+++i�fllltl'1 11111111+1111l111+1�11111111 111111111'+I�IIi+IIHI+!!+i!Ular I�11'f+�!Ir,++!+�+h+.+�+n+hn!!nr11111 nn►gli,fnrirn� }111r1n ai�nI nnhni rmhn+n++hir n+ _ wWu............. _ . _.,�_.._ - -. .-.- � ..�-- .`._ ._� �� _• - - - '- --fir rr-rr..w.+-_�'.w..'.-^a-++-u�.� .r. �.-w.r.-«+.._..._....-_..r.+. �-�.w�w.-- ..r.w.�_-r�.+rr_n-�w- -r-- -r r_w.+ _ __- - _- _ _ •.r ua�w.-- -r-+...r.�.w _r-_rr-.. w._......-..� ti��"r�� Com.-..._. KEYNOTES 1. 2 x 6 O 16" OC STUD WALL W/ %" TYPE 'X' GYP. BO. EA. SIDE UP TO ROOF ---� 2. 12' x 15' OHU DRIVE--IN V) 3. 3' x 7' HM DOOR, TYPICAL L.J M co .. 4. SIMPSON HCCTA 7--6 HINGE CONN. TYP. 5. ALUMINUM STOREFRONT TYPICAi, SEE DETAIL 1/A1 Q c 1 3 10 1 1 ? 6. ALUMINUM WINDOWS TYPICAL UOo x00 7. 9' x 10' OHD DOCK-NIGH ALONG GRID 'A' TYPICAL o 1i O N 1 I 8In. 6"x6" DOWNSPOUT TYPICAL, NORTH SIDE ONLY. V) m W) 9. 2x6 20 GA. STUDS O 24" O.C., SEE DETAIL 1/A3 (/) o C; 0 10. 2,)¢" x ?6h' CLU-LAM PURLINS (20F--VA, C �(") WITH SIMPSON Q a -1 -- - A HHB2.6 HANGERS EACH END TYPICAL O 8'-0" O.C. • x 12 l7 I i 1 1 I I i l l l l l I I I ! I I ! I I I 1 1 i l l 11. 2 x 6 NO. 2 DFL SUBPURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS �z A8 A6 EACH END TYPICAL • n • a _ " PLYWOOD ROOF SHEATHING 32/16 INT. W EXT. GLUE i 1 P ��� I -v_ SEE NAILING PLAN FOR NAILING cn I A Q 'c •� r. to 13. d.U. ROOFING T14. 4 x 6 P.7. LEDGER W/ )("N BOLT O 4'-0" O.C., SEE DETAIL 8/A5V� n � � � (DA61� if C. 15. 2'-0' X 2'-0` BLOCKCOT FOR COLUMN BASE, FILL W/ GROUT. LAJd �z � T � i16. 4'-0' CONCRETE FILLER STRIP •r - �' 17. 5" CONCRETE SLAB, VOTH X14 AT 24" O.C. EACH WAY N � I - 1 1 18 2� 'rLn A8 A6 AIS WITHIN 10'-0' OF O.S. WALL, TYPICAL. Z �� 1 1 1 1 1 I l l l i l l l l l 1 1 1 1 { III III I I I I IIII 1 1 1 ! 1 1 ! 1 1 1 1 I I I I 18. CONTkGI JOINT TYPICAL O GRID LINE$ -- SEE QET. 1/A4, 25'-0" 0.('- MAX. W 19, CONSTRUCT ION JOINT TYPICAL - SEE DETAIL 1/A4, 25'.-0' O.C. MAX. Y C o Qc� 20. 4' x 8' SITYLIGHT, SEE DETAIL 6/A6. U 'c O a c ci U B I 21. C.I. SANITARY SEWER UNE WITH CLEANOIJTS PER CODE SEE Pl-UM31NG DRAWINGS �' t v W «Q '3 18 F __ / �0► - L ?D 22. 10' x 14' O.H.U. Q p a a v N A6 A8 23. 4 x 8 P.T. LEDGER W/ )('r TRU-BOLT O 12'--0 FROM Cuf?NI:R THEN O 4'-0" O.C., SEE DET. 8/A5. NAILING AND STRAPPING PLAN 24. rS 8 x 4 x )(e MULLION TYP. - SEE DETAIL 17/A5 - / - -- 25. YARD LIGHT TYP A8 I A. " PLYW00() W/10d O 3" O.C. O PANEL EDGES AND 26. PARAPET WALL CONTINUES PAST END WALLS. I 12' O.C. e) INTi:R10R SUPPORTS. 27 NUMBERLICOGA IONo AND TYPE.BE !HATED WITH OWNER'S REP., FOR a' B. SIMPSON L.STA2A O 6'-0' OC NORTH SIDE ONLYz � C. SIMPS•-IN ST6236 EA PURL.IN W/ (15) 16d NAILS I EA SID- OF BEAM GRIDS 2,3,1U,ll. SEE SECTION UN D' "41L 7/A5 I � IJ � 1 I D. SIMPSON LSTA24 O 4'-0' OC SOUTH SIDE ONLY 0 a E. DOUBLE ROW OF 10d NAILS O 3" OC FIRST 16'-0" OF BEAM, YP. 0 00 O�� (' = -� t0 cT:l F. DOUBLE ROW OF 10d NAILS O 3" O.C. ALONG PERIMETER AT GENERAL NOTES TOP PLATES do LEDGERS, SEE DETAIL 3/A5. I PROVIDE CONTROL JOINTS THROUGH POOR STRIP AS SHGWN,. o C.J. TO BE: LOCATED TO PROVIDE Sri, CONC. SECTION, WHERE POSSIBLE. b. ALL FOOTINGS ARE q OF WALL, PANEL JOINT, OR COLUMN UNLESS (n Z --- PICITED OTHERWISE � G �I` I :. SEE SHEET A2 FOR PANEL DIMENSIONS AND THIt:KNE SSc.S. d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES 'IMTH OWNER'S REF'., ry PRIOR TO POUR OF FILLER STRIP O ON GRADE SITE OF 8LGGS.At - .Q ENLARGED E lY PLAN 0 Al 3/8"-l'-0' w Z F-- 1 / 3 4 `, 6 7 9 1 0 Q J 275'-0" 25'-0" 2S'-0" 23'-a" 2S'•-C" 2S'-0" 3s'-0" 2s'-o" 2S'-0" 2�'-O� 2S'-0" _ _ -_ -_�.___ - - --,�--- __-- ----- U 3'-2' -* 3'-2' TYP �, -1_8'-8_ �e TYP I -:�. ''; 1e'-e" 1 LL Z rYP , - nr rry �Q I V-21 e 14 1 S T YF', I �- A5 A4 AS I I I l I A3 ! AS I A3 I I 3 11 i Al 24 i i 10 12 23 151 0 S OPP H�4N � 8 � 7 I \ 16 B _ _ �8 F a n Q O 26 8 25 241 4 8 23 22 71-- �13 -_ _! _ 18- -- �- -- ����z/ 0 20 - OWN ISM R _ O nom. �35 I J 22 25 l 16 L 9 TYP. 13 27 I ( 23 A4 18 �` -- - 1 A4 I I 16 o _ I 'IM Ira 1 I oil a ci o cn �' - 1_ n� C.G. 1 II I My - _ .� - ,�ci � -._ - - - - - - - _- - - - - - _�►- - " t it - _ _-� SEWERCSYSOM I I �. 1 i * ! �y- 1R�P�' 70� �4� 2J 7 2G� _- ,v 11d Z LEGEND r + 0 I ii N B I I I 15 f 8� +�n�C� ii i 0 / T 1 n i 1 y{ I �A.�1 �j � \ j i 1 y 1 i I t�S I rl, \J I I r i r �••� c. �` r ( A�' ` r r------T B M INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE. r . rf.. _ r -I r r ` 8 - --- IT t I f- { I I 1 I f I-- - t: L R_ J L t_ r 1_ t � 1 _�___: INDICATES PANEL TYPE do NUMBER. DATE: .o 11 n ,. C C - C i - C _ / \� _ - - -- A 15-!)5 o o R � � � � C � _ o o - _ 4� 6 I 13 -- ---- - I b A`a `d N � DRAWN BY: 29 I I �, A4� o �i pY"� A3�' SLD GS8 ry �20 i i ✓ �; �3 ei FOOTING SCHEDULE -- CHECKED BY: a \,4 J c� Cj b O <7 p 0 A p I DRW I I 1 c i c ( r_i �i c 6 o dfi; ca j I 10 MARK LENGTFI WIDTH DEPTH REINFORCING NG REINFORCiRANSVEING REMARKS R E VI SI OiV o -) EDITION L a D� ( 2 * i I SEE SPECIFICATIONS FOR OVER EXCAV. 11 1 CLOSING II 12 SHEAR 'WALL b SHEAR A� v ►-� I I CONT. 3'-6' 1'-0' (4 5 x CONT. #5 O 1'--0" 0,0, � DA TF' r� k ENG. FILL REGiMTS. WALL I 1 " T"P. Q? x 4 I I " SEE SPECIFICATIONS FOR OVER EXCAV. 30 10 1 N 1 1 A4 A5 ALL �f\14) D 4o AS I lO 20 �W�aLt$ a � CONT. 4•-6' 1'-0" (5) �r5 x CONT. 15 O 1 -0 O.C. & ENG. FILL REUMTS. 7 4 I I J L 20 0 6�-Q" 6 _y• 1'_2" (8) J5 x 6'-3" (8) #5 x 6'-3" SEE SPE:CtF1CATI0NS FOR OVER EXCAV. A41 I - ---- - -- - - ._ - - - - - - - - -- - - - - - - - - - - -� �J - - - SEENS SPECIFICATION FOR OVER EXCAV. A4 -= - -- - _ > > - - - - - -- -- _ - - -- {- - - pi L - - D D 8'-0' 8'-D" 1 -2 (8) 5 x T-6" (8) #5 x 7'-6'� , I Ac EN'G. Fli_L RFUMTS. �l2 3 4 5 r 6 �7 a L� 10l1 10 C6) 16) 3 A5 A3 : MACMENM/SAITO Y ASSOCIATI S,O C Ruan1, RES"VIo P ) 4._______.. ME ANINCS ARE 1YIE PR+1PE tiV FLOOR/FOUNDATION/ROOF PLAN : o T,.� 9 OF m �'mCEO IMii f�FNM �MIRE OF Y SSA •. SHEET N P U � 1 U g OF 3 JOB N'J. �- REVISED PERMIT SET 8/10/95 29518f► _...__._.-.. 721G SW parham Ru,11189 BUT'95-0291 4 o19 IF THIS NOTICE APPEA,I.S CLEARER THAN THE OCT 5 11x9$ IN)CUMENT,THE DMUMF,NTISOFMARGINAL.QUAIATX. MICI (�r�1MED ml,1111ili �� !IIII II i �iili{illlili iWON �l►lil��sl�l� i Illllll�l!Ill � II�iT;��l� �i(illli��l�ll'�i �lillli�Ililil i �1(Ill!�,llllt ili�i�olll!lil � Il�li�Iliii�i i�i1i111��I�Ij to Ii'T -1i-- * ul11111 nnlull nll!1111111+Ihulllndlftl unhn��iiln►�unlntl,; ,6;n unln+l Inllnnh{Illlul nitlnll nni�arllluhlnlimltm nnL•ul Indlnlltntlnnlllrrinlr lnlhll�i!1!I!i-!!11 ulllnn lulhln!llllml• n!h!n n!Ilnl�fill111In I!llinu!1!llnll r,► 111 I'Mi - _ m.� . i r Irc p J KEYNOTES I 1. 9' x 10' OHD DOCK-HIGH TYPICAL O NORTH ELEVATION V) 2. DOOR ARMOR TYPICAL - SEE DETAIL 2/A3 LLN i1 3. DOCK BUMPERS TYPICAL O NORTH ELEVATION 4M - 4. 5" REVEAL TYPICAL -- SEE WALT_ SECTIONS SHEET A3 to II 5. ROOF LINE BEYOND L) 6. GUTTER, 8 x 8, SEE UETAIL_ 24/A6 FOR EXPANSION JOINT C7 0I 7. DOWNSPOUT 6" x 6' SQUARE. V) p 8. PAINTED CONCRETE TYPICAL O a 9. 12' x 14' OND 10. 3' x 7' HM DOOR • Q' x 11. ALAINUM WINDOWS TYPICAL c L' o 12. STO FINISH OVER DENS-GLASS GOLD BOARD TYPICAL 0 • Q O • 13. ALUMINUM STOREFRONT TYPICAL !� 14. 1 2 15, FUTURE DOOM OHD G HOLD SACK REDGE OF REINFORCEMENT 6" C Q C .:jJ� 8 <A> C 0M0) A3 ;5 FLASHING TYPICAL V) c c I 17. NOT USED. W p U N 18.32 25 4 19. (not8 �sed)H FACE EQ SPACED N e m a M, ;A 4 35 J1 �33 35 16 T� 20. (not used) Z o 3 _ --_--__ - ------ - - LaJ IA SEE PANEL 25 SEE PANEL 25 ba 21. (3) EACH FACE EQ St'ACED t SEE PANEL _ 22. (nct used) N C o � 3 i i KEYNOTES � - - 1. FLASHING Y i. Bx8 G.J. GUTTER WITH 6"x6" DOWNSPOUT t- 2. BU ROOF ON PLYWOOD, SFE PLAN I 4. BIRD SCREEN U-1 va dA 40 5. R--19 BATT INSULATION W/ W41TE VINYL VAPOR BARRIER, TYP. I.,• Pei 6. TOOL. INSIDE PANEL EDGE T':'F'ICAL 4 7. 5` x 3/4" REVEAL TYPICAL cAD cp A 8. 6" 20 GA. METAL STUD AT 2'-0" O.C. N 9. LSa x3xj(x4` AT 4'-0" O.C. WITH 3/4" EXPANSION ANCHORS TO CONCRETE �A m ;-J. Vo i] NY PANEL AND (3) #10 TEK SCREWS TO STUD (�') ` �� Q 1'SLOPE 10. DOOR ARMOR - 1/8` BENT k WITH #3 x 1'-0` AT 1'-0" O.C. < o a 12 T 11. ANODIZED ALUMINUM WINDCW SYSTEM WITH 1" INSULATED GLASS '' 5 12. EDGE OF CONCRETE PANEL BEYOND nd r. • rn X r 0 � I & 13.13. SHEET METAL COUNTER FLASHING o p • 14. 6' OF FREL-DRAINING GRANULAR MATERIAL, (SEE GEOTECHNICAL REPOR f) • I • ,IVLATE ----- `/`J I 13 22 15. CONCRE FE FOOTING, SEE PLAN FOR SIZE AND REINFORCING F" �VI 0 A - ) 66, �' 0. �Y `-� /� 16. 3/4" CHAMFER Q 'c o � 17. FIBER CANT STRIP V� L I 2 17 \-/ 1 r 18. GL. BM, SEE PLAN FOR SIZE p C c 4 J \/ - 1 �4� 19. 14 GA. TOP TRACK do BOTTOM TRACK IV/ (3) /10 TEK SCREWS, w O �N ' T LATE - TRACK TO STUD, COPE do BEND STUD AS RFO'D �� • m M T/PLATE I T - - -- - '�___ o I �s X22 28 l( e u 20. 14 GA. TRACK Z ) 300 _ .. 21. 6" 20 GA. STUDS O 2'-0' J.C. O RECESSED ENTRY W/ EXT. 5/8" C'IP. SOFFIT Lv � -- . . - 22. SUBPURLIN, SEE PLAN FOR SIZE 5C o N c •• J • 23. RECESSED ENTRY, SEE PLAN FOR LOCATION C) r 0 o C 2) CC, I I 5 I F 2i \ ' 24. 6" x 20 GA. STUDS O 16" U.C. W/BTO FINISH OVER DENS-GLASS GOLD BOARD Q t� 5 3 � 4 `Aoat�i J I \ I A ON EXTERIOR. Lj V- 25. 6' 20 GA. STUDS EA. ;IDE k O 4'-0` O.C. CONN. TO (BOLTED VERT. STUD) 36 W/ (2) /10 TEK SCREWS O EACH END, (3) PER 9'-4` ENTRY SOFFIT. � 26 TYPICAL EXTEND DAT,ALLRMOR DOCK TO IGH)DOORS BUT TGM EDGE OF SILL ANGLE, 27, OVERHEAD DOOR, SEF PLAN FOR SIZE AND LOCATICN LTJ 28. PURLIN, SEE PLAN FOR SIZE F- � 29. CONCRETE SLAB, SEE PLAN FOR THICKNESS AND REINFORCING • ! -- 35 I 18 30. STO FINISH OVER DENS-GLASS GOLD BOARD (SEE DETAIL 9/A6) LA 0 " 3. 31. L 3x3xJ(xFULt_ WIDTH W/ ,�5 BARS O 1'-0' OC 7 +� I 33. y4 O 2'-0- C SEE DETAIL 15/A4 9 00 0 34. X14 O 4'-0" OC SEE DETAIL 15/A4 J 35. CONCRETE PANEL, SEE ELEV FOR SIZE AND REINFORCING � :'t 1 I 36. GRANIILAR FILL, Q L1J - 37. OVER EXCAVATION do COMPACTED ENC. FILL_ BELOW W r*- 3/a' I FTGS., SEE SPECIFICATIONS, TYPICAL. - Z U I � � T � Z 0 b a Q IN 3/4' r � r- - - ----- - ____ - - \ I � I I � +( I I • I /~• 1� N J r) N r N a I I •-fit I 1 I 27 N • �- N b I 8 � ( •, :It . . •�8) 6 1/2" I Ilb \ 1 Z 10 I • I r, 16 1 , i --1- o )V 21� N � I v I \ + 16 I I 19 N I --j Q I 1 t t I 0008, ARMOR 27 61 I I 23 I 10 12 - 12 I - - 16 I I b I NOTE: TOOLED JOINT 1/2" DEEP I 24 05 10 I ACROSS FULL WIDTH OI PANEL DATE: _ 4 C, V FILL W/ SEALANT (FUTURE �i t 5 YS I M J0 f II F`i I 11 I FLASHING AT STOREFRONT) DRAWN BY: I I I z 29 � I 34 29 I 29 33 GS8/SMK 21 fl `cn u 33 I 2a 11 33 26 CHECKED B'r: A6 I N SLOP_ 'ev W DRW F t� FIN. FLR. I FIN. FLR. �--- - _ - - _------ -- ____ `� __-- - I , __. -_.- - FIN. f1R. FIN. - _ 1► _ T r -- - _ -- - - - =- :- - - - -_ - - --- -- :01 "---SLOPE FLOOR LAST 6' A7 REVISION I b I ,J 'V., , 0 0. 0. ,0 In I Oa I , 0. I I, OPENINrZS, TYP. �1)InON „ ,,,,_, ., ,�T., ., ;v, ,•,,; r r yr ; GLOBIN;: R<, a" R[ R I G 81' d y gy I i i.i-�l fat CBy f bir6 i16'ol!F' Ii60iG 'D�b6E'95JfbOd j d c a(1a d q ,pJ• ,' 't9f 11 'Ali{':1'�d' 7 ir1'U'All• U1V1' 4"xl;o' P;gO 10•(uj•µl' .... i 1- I r- I,inl..p,'iill.''i'Tp'gU,d % Ifi,Al1p11,.7A1'tS� 70 g YU i b b b b b I � 8 11'' Od$0�Y� �� a �$ �bu ,'t.�•k 'R`„' Y�=.$�'.��><�e�, b'aeR'7. iK`+'.S�;.K4�Xi;�'.�S''� ';�;?;.X:-R'1 .'.r:?"` R;rYe:t:;S;;ti•R,'f1�1���'!>�,'17717R►� . l�: e r e � e t Kl1 -- ' DATE ..ra.l_..•.•" _ • I• 1 . ilii o . . 14 �I ' I• I _ r14) I I d .i o b1 14 II14 a + 36 r 3e + 36 I __ b In I �� Il_�, IIITIw - j` ► --IN. GR I I_ FIN. CRA pip -- ---_ ., , NACKE NZICi Sll'TO 6 ASSOCIATE,. 15 \ -I i \._/ I (" I -III- dt , ''a� s. AU I - I I I T�rFOOTINI !..I I. I 3p�"", v 4E A cr.9N duT Asv. k T/FOOTING _ 7/FOOTiNG ". I - --- _--- J _ - - wo$ E _ - RE _ J _ e rSHEET 01 11 IT _ - - - ---- _ v I I I----I I . 7 $" CL ' 1 ~I I '----••1 Iw� j �` .�� 7 + " V � ' I I n A 3 i•.i . X v '� `l�/ ,,� Y J Yf .• X I : ,( (i r� l v \f � y��. r l i' _ _ WALL SECT�QN 3 \ WALL SECTION _ a 1NAL�. SECTION � � WALL SECTION _ � - _ -- OF AT STOREFRONT (SIM O DRIVE-IN DOORS) 31/4"=1'--0" A AT DRIVE-IN DOOR 3 o-;- 3/4"=1'-0" AT DOCK-HIGH DOOR 3/4"-1'-O" JOB NO. p p 295188 REVISED PERMIT SET' 8/10/95 1; 7216 SW Durham Rd:#189 . �•.... - - __........_._. -- - _--- -- _ ._...r.._.f.__....,.:.__... __....._ :_.__. ..,.._.-._.._...__.. .._ ..-.._. _ .._ ..-___. ......r.._____.. .............. ._.._.. .....-..r__. BUP95-0291 .. . -._.- . . . _..._..-.... .. - ..._. .. r� rr� ..a - ...... Borg I 12 FIRM IF THIS NOTICE APPEARS C!,FARER THAN THE. OCT 5 M.K•UMFNT,I UIF.I)OCUMENT IS OF MARGINAL QUALITY. MICROFILMED 19 �!ij!�I�t�l�l�l i�l�ljlll�ljl Ijljl{IIIjIj! I I�l�I�IIIII�I; I�I�Ijljl�l�! ! I�i(?�IIT)l�l I I�Ij!,I�I�IjI 1'I�!!I�i�t�l�I I Illjl�l�ljlj9 � I{1�1�1�1�1�1�1 Ijl�llljiji;l Ijt�ijill)1�ij �` Itlitttt tttlft!It Inllltttlntdt!t!Ilrnlrnt tttt6nl,Inrfttrl nnlnrl ul111m uIlhm rllthn+trnllnnall+Inn rnlllnt�ilr►Irlrr rllln�nintlhl+Iluntnithn,hlnlnu nd�ll�ltt�ndtlt Ilinu tnitnt 1ah1111tn1'�!a nrrinrr Inhr�ir unln�t 111 l' I .J.4-k.iBl ,tru,.tL. ...eY®L,,. /i�iWliliits�twa,. a�r•YI .4Yi _. _, - _.. , -, .yi.�u,., .. ,�: .,_.�.. r �r F WRT — -- - ---1/8� RADIUS TOOLED EDCW --- — -----1/2 0 x i -0« LONG SMOOTH (, — DOWEL O V-0' OC GREASE �► _ ,- `� ONE END. AT POUR STRIP USE 04 x 3'-0`, DO NOT QD (2) "i AT 4" U.C. - -� j 3 CLR GREASE (SIM COND) 4L +l�" x 6" x 3" f '�1c1 _ W F- o civ .d v' � CMICRETE SLAB �(���'� E w i _ SEE PLAN FOR THICKNESS $ ...••------ M-- c to rl REINFORCEMENT _ A V x 9D (2) ,/b AT 4' O.C. o N I'm '-1 ----COARSE GRANUi 4R BASE _6 U a L 2" Y 2' x 3{e" x 6" 1. DOWELS ARE TO BE SAWN (OR 1F SHEARED, C M Q ' GRIND ENDS TO REMOVE DEFORMITIES). CONNECT iN B q oq O ! t CONSTRUCTKA JOINT h- �►v�o a un r — ---SAW CU" �" x 2"/ THICKNESS, MAX 25' SPACING. --_ W IL � Acv 0 13D ` a ----CONCRETE SLAB, SEE PLAN FOR SIZE AND SPACING � 30 — - — OF REINFORCEMENT - (2) /5 x 9" W x i" x 6' r_ ti x N C -----COARSE GRANULAR RAL L �ONNECI N ��� --- U •C O rJ i DIMEN;;IQNf Q U_w o z - - •QO2Q B C.�ONTROL %." B�}jj PANEL T4ICK04ESS + CONTROL CONSTRUCTION / JOINTS 2 WELD_ CONNECTIONS_ _ 3 _ NOT USED a NOT USED _ _ 5 _ NOT USED _ _ - CA 3/4"=1' O` A4 NOTE: RE13AR MUST BE ASTM A706 N.r.s. A4 A4 A4 W I W 0 /--- - ► CHAMFER TYP. U 3/4" MAX. i S' 1LANT �) 0 O 1,12 MIN 00 - _ BACKFP, ROD � U �- -- T001_ED JOINT O INDIDE FACE. II -CCv+CRETE PANEL 'c"'. l0 W u - TOOLED JOINI O INSIDE r O EDGE, TYPICAL. n ►- OT • I ! • •• v kl-. INSIDE FACE _— i ! r---------- 7 REVEALS • • • '- --------------- - -- ' II r� SIDE 14 1Ij I Cl c 4 IN,�QE ! 7 • – ----- -------- I -� < • v <� /� i i • `--- EMBED 'B', SEE DE TAIL 2/'A4 D N OUTSIDE FACE:1 1 or - _-v i I 3 1 1 -2 Q�1�QF a ! BACKER ROD -' CLR �_j 1 I/'?' 1;LN. I I f— { --OUTSIDE FACE OF CONC�'ETE rYP. -- SEALANT �I _ i •M w � I --L2x2xx5' L�G � PANLL 3/4" MAX. ' 1/2" CHAMFER rYP. > i 1/2" MIN. - �u `' -- —EMBED 'A', SEE DETAIL 2/A4 -------NUMBER OF REINFORCINu BARS VARIES, EQUAL SPACING SPECIFIED EACH FACE 18I -_ NOTE: PROVIDE CONNECTION EQUALLY SPACED, 4O.C. AXIMUM NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS V E FINISH 1 1'-0' ABOVE FLcX)Ft TO i r ''-0' BELOW LEDGER 017 (TC>-' PLATE) , - io` PANEL _PANEL CONN. i� _ _ TYPICAL PANEL LEG REINFORCING _ e_ END_ TO END — --_ s NOT USED-- -- — -- _ � NOT USED — _ -. _. — A4 NOTE: SEC PANEL ELEVATION`; FOR REINFORCEMENT 1 1/2"=1'--0" A4 PANEL JOINT 3" - {'-0' 4 OUTSIDE CORNEA. 90 DEGREES A4 SEE EMBED DETAILS A4 NOTE- -�� EMBED DETAILS�S FOR REINFORCEMENT AND THICKNESS Q Lj 1 (' I -CCi1., SEE PLAN \� � BASER ONCRE'TE WALL PANEL ,� -----SHIM SPACE W/GROUT - 2'-0" x 2'-0' x #4 DOWELS :L - AT 4'-0" OC TYP UNLESS NOTED BELOW: --BL0CKOUT-GROU r FULL WITH CONCRETE }� r • / BLDG / PROVIDE DOWELS O 2'•-0" OC O .-.� CONCRETE FLOOR SLAB 186 SOUTH ELEVATION ,c��- SEE FLAN FOR THICKNESS / 1S7 NORTH_�t WEST ELEVATIONS `AND REINFORCING 1a0 NORTH ELEVATION 1eW EAST ELEVATION COARSE GRANULAR RA�F " cy- F.B. LENGTH do _ 1A0 WEST ELEVATION DTH AS REO'D. L' _ -- cr �� T �• OVER EXCAVATION k 1* AT SIDEWALK ___CONCRET'i SLAB .. C 6y MIN. AT FG �J J BACKI1lJ_ W/ NG. FILL, REiNr`ORCEMENT I SEE SPECIFICATIONS, #4 AT 2"-V O.C. E.W., CONT. T 4 TYPICAL. -`- - THRU FILLER STRIP (TYP. AT I 4 Q - z -� ALL ']LLI_R STRIPS) —EMP,:(` '3 , PROVIDE CONN. V-0• --COLUMN, SEE PLAN a ��/ter FRC EA. ENI : OF EA: F'ANE(_ GROUT 13ED TYPICAL T o` ! -----BASE R *" x 13 x 13 M 5' �-�� MBED 'C', SEE DETAIL 2/ 4 WITH (4) �("I ITW TRUBOLT �TATC_;� ' cy ��--FOR FOOTING SIZE - SEE 1 EXPANSION AN.;HORS WITH � FOOTING SCHEDULE AND 14IN. 6" EMBcD - FOUNDATION PLANS CENT'ERI_INE OF FTG. AT ,cam- `�- CENTERLINE OF PANtl v.:<C:EPT r. AS NOTED ON PLAN I -- LR. '�•a.�-ENC. FIL'� TVP. SCE SPECS. DATE: x 2'-0" C:01_UMN `'- 'P �;� (� BLOCKOUT 5 15 95 NOT USE=Drx'�COLUK%. TO FOOTING � PANEL TO SLAB TO FOOTING Ol USED 2 NOT USED --- - - -- `_ DRAWN BY: N j/1-=1'_p" � 3/4"=I -0" GiF3/�it`.(� A4 A4 DA4 CHECKED BY: DRW I REVISION E:DI11CNd CLOSING DATE: NO-TL -- -------- PLACE CONN 1'--0" FROM to END OF- PANEL do CONC. FRAME -CONC PANEL SEE ELFV 2" e i' Imo- Rj x 4 x 9 F.B. LENGTH WITH (2) #6 r 3'-0" A706 M o jtk WIDTH AS RFQ'DMAC .- �` BARS EQ. SPACED C KINZIL/SAiil'l♦ ASSIY'lArF 199'5, ALL RIrMTS RF$ERVFD �'- DRY PACK AFTER WELDING INSP. n+E. DRA s ARE >HE rROPE?lr _ 4MALT(NM/�SANN1��1 Ag50-20T§,6 N1D��yyAIfE N01 0 QF-U`�fD OR ilEf`R0• N OR MRII�FNNPf I MINEXCAPT SSWN or MIN ATVN M1 FULL GROUT BED T1'�. SHEET Jix9x9 WITH (1) R % x 4 x 9 WITH (2) #6 x 3'--0" A706 BARS EQ. SPACED /� ��-- FOOTING SEE FLAN FONT SIZE c; AND REINF. I -------- -- srD HooK � OF 6 i NOT USED _ �` SHEAR CONNECTION AT FOOTING - i NOT USED �e NOT USE[ —_ ___. _—._._-_._____. _ -- - - - ------ - JOB Nn. � NOT USED rT7 -__--- _._ -- 1 ,/2"-,' U" 4 A4 A4 295188, � A .. _._...._...-....�� �-...,.-... ..�...._�.�.�.-�.._ wXASrD PiRmrZ Sr 8/10/95 J1O Q5 ?21BSWDurham Rd,k1B9 SUP - 7 o!9 ti IF THIS NOTICE APPEARS CI,F.ARF.R TEIAN THE OCT 51998 DOCUMENT,THF.DOCUMENT IS OF MARCINAI,QUAt,ITY. M 1010F1LMLI) 11{ISI iil�ti (liiii�lll�I�I i I(I{i�i�l{I�I'I'I�Illil�lil�i I i{I�lii�6;l�1 I i{i�?{1�Tji{! I I�I;I�t�l�ill I (�'�,il�i�l�t I i�lii�ill{ijl 1 ((i�1�1�1�1�!`! ! i�l0lil�l,l�l I{I{��I�I{I�l Irraar M CM04 _ �tllnnlnnitilt�ulhttllnnhtnit+flllrrt nnilrl�I{Inl mfhm Intllnthnlbnl n,ll!!ntntflnn Inllf!{r ntrhm{urinri nul!In Il tllllllt ulllnntln!hm q,tlrl!;iiriiilf!liN�llll Ilrl�lll{1lr1111t{ tll�l! 1{II�N!t flll�Ilir Ilisi!NI fftfliltl nlfl{If�111111 r . x y 4 1r '?Mr+nwTwp.rrn r,y,.yr.T".•MVr.r..wn.....+..+w._r..urr.r....w..-....+r... ...-- ......_...�+.+......r..... _.-.,_..... .._ ._r._—•+._.. _.. ....._.,.r ............. .. —K X 6 X t'-2• ---B.U. ROOF- ON PLYWOOD I* RET. T BOT. TYP 1/4 EciE= J _ _ _ --�------ _ 000C'_E ROW OF 10d NAILS �� O 3. O.C., PLACE ONE ROW a -- ai OAI EA. SIDE Of A.B. a q o -- SIMPSON HCCTA 7-6 TVP. W � � l c N I Q w I c o. FXTEND B.U. ROOF & FLASHING U a x --4 x t(W Q P.T. W/ j(`O a , 1 LIES TO TOP Q, EXTEND 0 0 [y _ ..to +• —DOUBLE ROW OF 10d / OVER TOP a IF LESS THAN 12' { . _ �1 1/4" A.B. O 2' O.C. NAILS O 3. OC PLACE SHEATHING � / \ UI O M + SHEATHING _ ONE ROW ON EA SIDE -GUTTER 8 x8 u-r;► - ABOVE ROOF. p OF ANCHOR BOLT I( SEE ELEV FOR LOCATION �� m — FIBER CANT - - Q G FLASHING CLIPS O 8" O.C. z ;� - -- SIMPSON MTT28B AT 4'-0' y /� aCJ c • M Q CONTINUOUS CLEAT \ ( BIRO SCREEN AT ALL - - - -- • �/ O.G. WITH �('I ITN TRU-BOLT - - ROOF - c O t. { { - • '� DOWNSPOUTS. -- GL. HAI. SEE • b O - -- _�- - • : -_= - -- WITH SPECIAL INSPECTION • R-19 INSULAT1INl— -___ FRAMING PLAN FOR SIZE Q - - WITH (1) ROW OF (10) 16d DAP TOP OF BEAM AS F- Qll}/) ! x ELEVATION e \ NAILS INTO SUBPURLIN NECESSARY To ACCCMIOOA)E — _c n I - -4xP.T. TOP a W/ X'/ A.B. AT 2'-0" O.C. COUNTERSUNKOF F26N EACH END r-- TINGE CONNECTOR c �- r• �!) WITH MINIMUM 5" EMBEDMENT DF SUiiPURL.ti, / FOR PANEL REINF. SEE ELEV. � CL r \ CONCRETE PANEL \� \\ SUBPURL.IN SEE ROOF FRAMING1/4k4 W • w� i74 rn BLDG; / OF BARS .�. 1----PURL IN - SEE FRAMING PLAN \ PLAN Z r O 0 r • 186 190 FOR SIZE AND HANGER \ W 190 (2, ,� , , 6- x 6• �-- 5 HINGECONNECTION _ __ N 0" P T. 4x6 l EDGtR (SEE 8/A5) — CONCRETE PANEL — - -- - —� 3/4"=1' -0` ---- - Q tp O t ------\+ —_ ----_ 19>•, 199 (�? � ° ----- —�-- — ._�—_ - h15 - - aoaa J PLAN 4) x 4'-U' A706 REBAR 2 PURLIN CONN. AT TOP PLATE _ SUBPURUN CONN. AT TOP PLATE _ r4"�SUBPURLIN TO PARAPET • 1 1/2"=1'-0" � t 1/2"=1' -0• � 1' RETURN CHORD TIE: FLASHING TYPICAL -- - 1 1/2 =1'-0 T/4 O TOP _ +�--CLU-LAM dF_AM • — -G.L. BEAM Z '• • 1 �-- PURUN V.B. AT PURLINS CLOSEST TO COLUMN 00 .0-LAM BFAM P AN YaW � ` Q --- COLUMN V) V­ FINISH FINISH FLOOR 1- CONCRETE PANEL LAJ r --- P YWOOU m I --Q hx10x5' EA. SIDE Z LOS 1 —�.U. ROOF ON L - 8 a I SHEATHING FOOTING 1 RETURN --1 __ --- _ (it z O TOP �t/4U� Z 1/2' SLOTTED HOLE 1/4 ----- - ` ! _ BM. SL OPE SEA T A., l- Z I4 w RE4(JIRED OR SHIM TO I 12'-0" MAX. , 1 ASSURE FALL, FIRM BEARING ELEVATION rt +� * ( IZ3 Q 1 1/2" _ AT BEAM SEAT ITOP PLATE-----J3.U. ROOFING OVER PLYWOOD. -- -- _----f J6" x 1'-6 x V-1• W/(4) *' DIAMETER M.B. ----31AIPSON STRAP ACROSS GL. BM. TVP. SIMPSON HUC46TF HANGER3• VERT. SLOTTED HOLES NOTED ON NAILING AND SIRAPP'NG EMBED 71(x8x1'-9" W/ SIDE Qr10xUEPTHPlAN -- - x 6 P.T. WOOD LEDGER (3) *'0 x 4" - � BEAM -1" W/ (2) *-0 N.B. --- URUN - SEE FRAMING Pt AN \ HWS A 9" GAGE i/ FOR SIZE AND HANGER � �. FA. PANEL a I �s � �c 1 x 1'-6• x 8J� `�- - 2x6 Slid-PURLINS. RELOCATE STRAP s NOT USED _ _ • —, - )("O N.W.S. BOLT 12'-0' MAX. (REM). BY DTL. 4/A5) TO BOTTOM CX '}► 1 1/2" a_ ..__ , 70 FIRST BOLT, THEN LEDGER AS REO'D. TO MAINTAIN MIN. ��5 f1► COL, SEE PLAN ��_, OF' 6' FROM (� BOLT TO EDGE OF - -' SIMF•,(NJ VB BRACE. 4' 0" O.C. THEREAFTER. CONIC.AT PURLIN LINE A? EACH L 5 1Q ( ,� SIDE OF COLUMN. SIZE /,3 HAIRPIN (1) EA STUD SECTION AS REQUIRED FOR GI_. HM. N.T.S. - -��x6�x10 _ CE AT COLUMN _ e LEDGER TO TOP PLATE sr o__L�o AjloN_, CHORD - i g TYF'IG,�L COLUMN CAP - 7 _' V.B.V.B._ BR_-- -- _ -- --._.___..._.-_ ._ _. �I,DRD TIE_ - �, ' 1 -- - 3/4'=1'-0" AJg 1/2"a 1'-0" SEE t/A'i 5E�TT1,2N 1/4 _ t ri OF PANLL GL. B� CONC. PANEL CONN. " Q ,W 4' LJ \.-----NELSON STUDS BELOW ,._,J L L 9 x 4 x 1 8' LONG 1 1/2 FLAN EACH PANEL �.". -. ---- C) lJ _--- -I� 14 x5x9EACH PANEL W/ (2.) 314"d x 6' F-- HEADED NELSON STUDS • I I O 5" O.C. do (2) #5 x 2'-6" �� L� A;07 REINF., BEND DOWN -� 3 MIN. -- �� 3 I \�--COHERE TE WALL PANEL - il ------SIDE R x 10 x DEPTH-1' r15 NOT USED W/ (2) *"0 M.0. - - - 1 111?17 A5 x I -----_ 2,_6 - �- BASE R ;>b x s� x 10` N.T.S. f, 0 '' - ----- -?OOF HATCH , 1 �'{I NOT USEDri_p`� NOT USED �,� /NOT USED --- — '9 �—. As — -- S�IiQH � 4. { tiq BEAM CONN. �!CONCRETE- WALL �' _ _ - _-- �� DATE. - ---PANEL, SEE ELEV TOP PLATE CONDITION 1 112 _ RAWIJ BY: 3" -----EMBED }¢ x 3" x 10' 3/4'11 RUNG-- r 1 WITH (2� 1/2"d x 4• WELD i BENT R I _ GAB/SLD STUDS. WELD T.S. IN PLACE „ y 3/8' x 3" x 2' x 8• __ _ CHECKED BY: �' \. ,• - \ '^r WITH 1/2'6 x 3" - DRW I TOP OF OPENING ` '`��i .. �� ! F31 OCKING ROOF FRAMING - � LAG BOLTS TO V1SI0 L :7 OVEFiIfEAD DCO? A7 SIMILAR - -- I 0 1 a SOLID BLOCKING E011f1N N I I L �( x INSIDE DIM. OF T.S., -,,.«r� r -- I I LESS }b• (W/ CHAMFERED ).U� rrrt,' / r, - i 4'-0" O.C. MAX. - L` �r � � CLOSING CORNERS) W, (2) 1ft 0 ) ) SPACING f So , DATE: I I � F XP. BOLTS. -- �--- TS 8 x 4 x �{. __. I I a SEE DETAIL "r6/A5 FOR (V �_ ,- LADDER TO b >_ - rn l ROOF BEYOND r 1 -4 8-10 g5 TS 8 x 4 x )(e..__._----.- I I CONNECTION TO STRUCTURE _�� I - ! (J (- �d-.I CLR. I L -- - - I ! 3 SIDE > - / �� 1 ��---DOOR JAMB, ANCHOR PER �`��� BLOCKING O -- MANUFACTURERS -ROOF HATCH WITH LADDER CONN. \ RECOMMENDATIONS R((;1D INSULATION TO MEZZ. - _ _p* 11 JAMB AT T.S. COLUMN_ -- I 2 x 6 TOP PLATE' -- SLOPE FLOOR }¢" I I , v I _ LAST 6" O -- DRIVE-IN-DOOR. i i I \ I I 1 � K ___ -ROOFING -- J - fY y- �`. 11 SYSTEM STS- +1 � I I \ jl - 1 � ,- A'Fx28 0 O.COIWIT H , -SIMPSON STC AT 2 0 C.C. - I I T/SLAB OVERHEAD DOOR o ---- 4' CANT 5/8 PLYWOOD DECK )•• MACKENZW/SAITO i ASSODATES.f C. - I STAGGERED 1995• All RIONTS RES[IIVEO y I ,�— i � � �•---------- FLAT BAR RAILS~ --- -ROOF SHEATFIING g� TYPE 'X' GYP. BD. , 0 3/4" x 2" 3/4'f► RUNG - Wiest OR NS A11E TM[ro �►Tr , fo NO CD ' I ' I n 1� I(_1k 14 TrT4 fE 1S_ 4i IF �- x 8 STl1US AT 2 -0" O.C.— "Ia t.' WITH 5/8" TYPE 'X' GYP. BD. �� DOOR ARMOUR, SEE DETAIL � -- - -- =- ---- SHEET CONN. AT DOCK—HI I I 2/A3 ---- -SDB-PURLIN -- - `� ---- I I �- - 3/4" CHAMFER ABOVE --(2) 2 x 6 TOP PLATE / -- 2 x 6 P.B. AT + I �J �— HANGER EACH END TO PURLIN WITH .B. 2" 3' O.C. ry (2) 2 x 6 W/SIMPSON IJ26-2 ! .-► 1 SEE 1/A3 FOR �----L 4 x 4 x �(e x 8" LONG W/(2) �("M VII -- ��-_..___-._ • ,,r �' 3/8" x 2 x 3" SLAB TO PANEL--- --CON'RETE PANEL -- 2 x 6 STUDS AT 2'-U O.C. I (ASPHALT SLO BOAT ANGIO) I I �-- WITH • FIN, �R• WITH 1/2"v P.B. '} r EACH IDE TPE 'X' GYP.BO. J A 5 s II / �-� � Li � i - 20A ELEVATION - (208} SEC(1GT.y--,._ JAMB AT PANEL crFNING SIZE OF 8 f- �' -- ---- ELEC. ROOM WALL TO ROOF � RODE HATCH_DETAIL � ACCESS LADDER _ ri-c-' T.S. CONNECTION A ` SLAB PANEL n ROLLING_ SECTIONAL _DOOR _ _ _ to -- _ _ —_ --- � .►oe N-.1. � BET'NEEN ON-GRADE OVERHEAD DOORS 1 1/2"s1'-0" _. 295188 1216 SW Durham Rd,0189 REVISED PERMIT SET 8/10/95�y.��� AUP 95.0291 8 of 9 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 1998 DOCUMENT,THE DO(RIMF.NT IS OF MARGINAL QUALITY. MICROFILM'M) ►I�li�1i1 .III�ItI0I!�I {! ��!{!it{i{!�!I! !{i�!{!�►{!{!{! !{!{i{i)!{!{� ! i)ri?�!(1�t{!I! !C!I!1�?!{!)� ! ►Ii{i{��ii'i! ! �{i{�{!�!iii! �I!)!{!{iI!{i� � �{!{iii{!{!)! I)!{i)I{I�1�1� lnlnitiltnINA �m!!n{I!I!lhnllln{Int{(III{111!(III{ILEI!{!!I!{!1 IIli�iill ILII{TILT II!I{III1`nllln{1 nulnn nnIln�mnln!!Tt{Ilm+ltl!lllnnhnllnu{lllrNm{I„!!a!!1 l{lllsln n{!I{n�n{I{{{{n{{Ittn{{{{ltarlltnhtn tn{It{!{{n1i{{!!!{{lhnl anht 1I z -2 x..6.^TOP RAIL r _ 4 x 4 POST, TOE NAIL END U Fc::;'—� -- (L. — O'CHM POST TO WALL WITH (2) 16d / NAILS AT 16" O.C. 4 - S' >< %' HM DOOR TYPICAL -? x 4 RAILS WITFI (2) 16d (/) 1 _ NAILS AT EACH POST 8'-0" CLR. __ 0 N ay _ T.S. x 4 x �j�t PROVIDE '!� P CAP It O PANELS .ESS �y r -------2 ' 1�–�•' _- I THAN 6 �" THICK) �1� x 4 KICK —SIMPSON H3 O BLOCKING � .yA 04 TOP k BOTTOM 19 Q M ------5/8` PLYWOOD DECK ON 2 x 6 AT 2'--0' O.C. �� � � • � x 4 z 4 li()ST-� A6 I AS --;7.�y'BlF 2 x 8 RIM JOIST ID�q '�"-----------iADD[R TO PLATFORM _ -- AT 8'-10't A.F.F. BLOCKING - -- \ --- � � I • POST T - -- -SAFETY CHAIN --- --- -{,:) ,2d TOE NAILS EACH } - P G C - ____ F JD OT" BLOCKING � �N Q 0 5 C,• 3'-6' HIGH GUARDRAIL Q •c 4- r` cn cn n p OF POST BLOCKING EACH SLOE O pcy, i mt -? x8 At 2'-Q" D.C. I U C W/5/8" TYPE "X" GYP. BD. ---(2) 1/2"• THROUGH BOLTS W • m �v EACH S'UE, FIRE TAPE W/WASHERS EACH SLUE Z m • n o P� ti+ 10 �(,I,.__ ----OF POST `� 2 x 8 BLOCKING EACH SIDE W � 3 � ! Y m0 c ----LADDER TO ROOF C) � 0 0 SEE 20A/A5 4 x 4 POST o - c k TOP VIEW L.to o = -- At0a (L (qA5 -"-- - --`-.-`----ROOF SCUTTLE SEE l9/A5 a � 107' USED _ GUARDRAIL DETAIL_ -- SIM 3 NOT USED ELECTRIC_R_OOM PLAN z NOT USED _ -- _ — CELEPHONE EQUIPMENT ON MEZZ. 1/4"=1'-0' Ag A6 16 1U) AS - .` �_ - -ALUM. WINDOW SYSTEM w L / �i� ► U 00 MIS Z t l ; V) 0 a 0 FLASHING--�-- r- �-� V -14GA. TOP TRACK � j w w - 60, STO FINISH 0 R DE IJSr� _ -1 1/2" DIAMFTER PIPE �✓ f� GLASS GOLD ',BOARD COLUMN i.f 4'-0" O.C. Z ~ SET IN EPDXY OR NON- D _ c SHRINKING GROUT I o M R-19 BATT - —6 20 GA. METAL STUDS INSULA71OW AT 2'-0" U.C. FLASHING- --•2 1/4" DIAMETER x 8" CORE Al DRILL HOLE d I I 24" x Q i -- 4 O 16. O.C. 12"1Ito 1 Q y 6 NOT USED � NOT USED _rq-`� NOT USED - � _- 4 CONT. NISA VER � A6 A6 - R -19 BATT INSUL. GLAS:i..... &A)6 STO I GOLD OHOAFID�NJ SILL BELUW 9 BULKHEAD WALL DETAILI _ � / A6 314--l'-O' I 6` METAL STUDS I � �, � 8"x20CA. STUDS - -- FACE FINISH GYP. BD - ! CONCRETE' PANEL - _ 1 1/2"• PIPE COLUMN BELOW ��-�`�f-_•----- 1 1/2"I PIPE COLUMN 8EL UW ""-' - -- _- (3) �I1 U TEK, TYP. I _� ' --SILL BELOW ---6' METAL STUDS WINDOW SYSTEM r� 20GA. GAL,. -SEALANT ! ,�---COR'CRE7E PANEL __ __.. _ _ __ _ _ + � --STO FINISH ON DENS-GLASS I k ?" - ---.-. GOLD BOARD i/n � �! - - 1 5/8" -- ---�- FUTURE SUSPENDED CEILING 'r 112-SHIM ..�. j -6" METAL STUD WALL --' - / o Q —__ ___I.II t�...T LliI /� -- � I •-.��`_^ ---- SEALANT I EXT. GYP. BD. SOFFIT, SEALANT IA. ---}- —r1ASH!NG AND SEALANT' .• - `-- J CASING E3F_AD (FUTURE) S70 FINISH ON DENS- 7 ---+- J CASING BEAU , - - CORNER BEAD (FUTl1Rl) ; �� GLASS GOLD BOARD. WINDOW SY'; EM WINDOW SYSTEM - �"'- --- WINDOW SYSTEM --- ---#----CORNER BEAD - 1 1/2"� PIPE COLUMN BE OW' M WINDOW SILL _ ri��WINDOW SILL SOFFIT 12OW JA B — — „ WINDOW HEAD _ - 3'g1'-0" A6 INSIDE CORNER 3'-1'--0' 6 3'=1 -0" A 3"-1'-0" � OU T.IDE CORNER FUT!JRE GYPSUM BOARD I -- STO FINISH OVER DENS- _. _ - �--- - GLASS GOLD BOARD -�,--- .--_----FUTURE GYPSUM BOARD 6' METAL STUDS 8" METAL STUDS —:... CORNER BEAD SEALANT e. --- R-19 BATT INSULATION (FUTURE) R-19 BATT INSULATION I 0 TEK SCREWS AT TRA�K _ r� CONCRETE PANEL -`� �'�7► 6" METAL STUDS SHIM 8" METAL STUDS W/ POWDER '`� �`� 14 GA. TRACK). �� f �% DRIVEN ANCHORS O 1'-0" O.C. WINS-OW SYSTEM - - FINISH R DENS- -FUTURE GYP. BD. 1 J CASI(�nET�A -� GLOSS GOLDBOARDrte- W BOTTOM WEEP - �FLAS IUP FLASHING O ENDS I �� / DATE: - -CONCRETE PANEL 5 15 95 AND SEAL) I ! - �� � SEALANT -- ---SEALANT r Y: l DRAWN B / \ r 3 + - SEALANT FUTURE _-T � _ � , 1' �1 GSB/SLD -SHIM STO FINISH OVER DENS- /'1 ` GLASS GOLD BOARD -STOREFFIONt SYSTEM. "�- - CHECKED BY� I � 1�'-�-.r-,,,� --FUTURE GYPSUM BOARD L1RW I 6" METAL STUDS -- r _ __ _ __ ��~ - — 1 1/2"0 PIPE COLUMN STO FINISH 0/FR DENS- GYPSUM BOARD - GLASS GOLD BOARD I -�i- - REVISION EDI"ION _ --- - Ih _ _ RETURN WALL CO���IG. PVL _ CLOSING STO FINISH ON DENS GLASS - _ _ INSIDE CORNER JAMB. Zd DATE; GOLD BOARD T7 CONDITIO_ N BELOW WINDOW 'AMB 18 CONDITION BELOW SILL � --- - _�``------ 1)6-0 PIPE COLUMN A — - - 9' 1'-0" 6 OUT:;iDE CORNER __._ _ � 3`=1'-0" A HEAD SIM. r � 3"=1'--0" X16 3 =1 -0" B-,O-05 rie"MINDOW SILL I ' \ _ ,,,,---STO FINISH OVER DENS- i GLASS GOLD BOARD _-ter —70P COVER PLATE MA( . ALL RsA,ro t ASsoaARs,P;: tiR5. ALL RIGHTS RFSCRKD g "MF. DRAyNNGS AR[ M[p�pp�RT� pE :- i M A-41 A/SNTO AS50CIP if r'C M/5 6' METAL STUDS ----GLITTER PLATE RIVETED A A,, ARE Not o E vstn osp 6[�RQ— SOLDERED pVS � QgRR Tj 11ffa� M1rF PRIOR WRI tNY LN(MIS51fx11CJ OE EI�jSA N —1}¢" A PIPE COLUMN SHEET SET INTO EPDXY OR NON I SHRINK GROUT. I P i' A6 - -_-- FLASHING-- 5 8" /2" 6 - -.-----SLAB SEE PLAN COVER PLATE � OF 6 , JOB NO. _ 2 NOT USED 23 NOT USED _ — ___— 241 GUAR EXPANSION JOINT �� 295188 _�— CONDITION AT SLAB _-- -----_---- — - -- - BUTT TYPE JOINT 11/2 O" REVISE PERMIT SET 8/10/95 —� j'=1'-0" A6 A� mRd.A189 ..- -.__....�.____.-._.._,___._ --.-_._.........._.-....._.__..____..._-_._.__.._....._ _._....�..,.._..__�.-_._.._..._._. ....-.�._._.___. .._.._...�_^.-..__...._- _5.1�,.,LiEtWf.EN EACH DOWNSPUUr, TYPICAL ......_....•�.•-•.--- 7216 SW Durha 13UP 95-0291 Sorg IF THIS NOTICE APPEARS CLF.ARFR THAN THF. OCT 51996 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijljl�l(Ijljllljlj!jljl(Ijl Ijijl4l�lj!II ( Ijl(Ijl�!{Ili) Ijijiji!;jiii I I�lj!i17j10! -f(Ijl+i��jljl I I(i(I!I�I�IjI I I�I(I�I�l�i�l i�fjljl�l�ijl�l { f�ljl�ljljl�f (jl�i�l,!�iil� i�il�iu unhn►�mll �Iltit��!lilnllr,!I�rlsin�ihllr ulrlr�rr i�;lhm�nnhm mrlull�nllh�rrr�u�l�ll nnh►u�rurinrl�f111mr�nnhlrhrlrinnlrm!rlrtrr►rrhlrl,mlmr nrrlr�n nn1r,111uil�ur rtnhnl mhWn rnhl: mllun,rmllm4mrllry,., i