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7244 SW DURHAM ROAD BLDG 186 4 i •r t Ir. 1 f �. c 1 V) W M 00 0 � < •_ Q x C14 BUSINESS CENTER V) Q m M PAC TRUS adc Y rrn �uLA_ 1 O Ga I I--- =►vF a o Q PHAS V1 U1 DINGS 186187188189190 (n c orncr 1 ! LTJ ,° 0 CIS! N V. L_ K) z L 00 (.I.I 2 i U m� C � n < �o"► t e a`0aCL ce- Q LJ U) z r DRAWING INDEX I w m ac 00 0 o CIVIL DR W�1 LNG!' - PRGJECT #2`.i90215 Q�C c'<-- tI 0 SOI SITE PLAn ��)� �� 00 n� V ---- •�-- -, - .. -__ SU3 UTILpJTYGPLN A J1 �1� �( LI.J a -- _ A - SD5 SROSIDEON TAIONTROL ;'LAN v Z a 0 _ - - - - � � L1 LANDSCAPE PLAN O 000 NAM [J-' BUILDIN 186 PROJECT /295166 0 GSN-1 GENERAL STRUCjjjRAL NOTES M Al FLO,9R1ROOF1W0A1ION PLAN C=am Q A2 ELEVATI ANEL REINFORCING F- CO , ^ A3 WALL S r-- �.J A4 DV/* Q BUILDIN # 1861 7 + 188 A6 DETAILS V)allJIp I DING III - PROJECT 0205187 ~ v GSN-1 CENERAL STRU^.URAL NOTES _ 4 Al FLOOR/R00c N3ATI'ON PLAN Q A2 ELEVATI f PANEL PEINFORCING a- M A3 WALL VTIONS A4 D-'k S A5 ►TAILS A6 DETAILS BUILDIN -JM - PRJJEC T 0295188 CSN-1 GENERAL STRLJ NRAL NOTES Al FLOOR/ROOF NDATION PLAN A2 ELEVAT( PANEL RLINFORCING A3 WALL IONS _ A4 DF,T�N - -- -- _ _ - ---- - - - - - (+y AILS o -- --- - +._ _ 1. "- �- __ -r_- -_ A6 �ETAILS w - --- - j -T -� g�j1jJj[yt; 189 - PROJECT 0295189 cn GSN-1 GENERAL STRUC(URAL NOTES R - _ - ' ' ' ,' Al FLOOR/ROOF/FOUNDATION PLAN r I - - --- -- K11ry 11 m - - / A3 WALLASECTIONSPANEL REINFORCING JAM Ljj A4 DETAILS y A5 DETAILS ' A6 DETAILS O jILDING 190 - PROJECT /295190 U BUILDINGS # 189 + 190 GSN-1 GENERAL STRU FAL NOTES Al Fl_OGR/RG h'DATION PLAN A2 ELEVATI PAIJEL REINFORCING A3 WAL IONS A4 Og A5 NAILS A6 `DETAILS SYMBOLS AND REFERENCES INFORMATION SECTI!?t�-_ 9A OWNERS PA.CTRUST PROPERTIES urLnlNc s£crrnN KEY �ARKs -"--SHEET _- CONTACT: DICK KRIPPAEHNE, KEN GRIMES - �- 15115 SW SEQUOIA PKWY SUITE. 200 DATE: CATEGORY (503) 626300 SECTION# _ DRAWN BY: rorc"n.*AD 2 ARCHITECT: MACKENZIF SAITO do ASSOCIATES, P.C. DMM TE6 A2 �___. (BLDG SHELL) CONTACT: DENNIS WOODS ---- —- A WALL SECTION KEY NARKS SHEET -'- 0690 SW 13ANCROFT STREET CHECKED BY: _CATEGORY PORTLAND, OREGON 97201-0039 DRW (503) 224-9570 REVISION EDrnoN DET.1tl/ � I2 CMCi.OSINGL AND MACKENZIF ENGINEERING, INC. � Q� DETAIL r RETEREN(� MARKS l PA�'ICA�OIiA� �� SHEET STRUCTURAL STRUCTURAL 0690 SW BANCROFT S 1T�2EE1 DATE: $ CO cmm i ' a , PARC 1 ENGINEERS: PORTLAND, OREGON 97201-0039 P i 0 N CATEGORY _ (503) 224-9560 STRUCTURAL CONTAC f: TIM SCHWEITZER \\ - CIVIL CONTACT: KARL KOROCH ... I" .. SITE KEYNOTE RU99LE , . � '7 --- Ilk am of T�.fAO _._. N _ _._. 1 COn�dKbna�Y AParovoa.................................... . MIK■ i � PANNI NUMBER ❑ For only the I es described In: iU tM: hi 'Q� 8"IA1tsr to:Fellow......................................... .... .( - AtUroh. ......................................I (: q FOOTING NUMBER A glob AAdrAs :_i w p —�� k�L NOt 10 11'SE0 '' kE{'R0- �iffD M V1v M P- f C Fi Mltl TTTNNNttt p 7�♦i-1 � (�^ n. aoN watT[N PEPYiiIM UI' u/$► � w---------- - SHEET VICINITY MAI'' N.T.S. — — rJ FLANS nAUST Ht CIN...:, cst v'r Or �•:: 1� J013 N0. 295186 An�',V[)wham Rd 01 AA III)), ..,.0289 REVISED PERMIT SET 8/10/95 29 : 190 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 IX)CIIMENT,THE DOCUMENT IS OF MARGINAI,QUALITV. MICROFILMED IIIIIIIi Il11 11 III A I1 111rillI{1{1 til{1Jill 1111 1{I{liy{I{! 1 I'lIiTJIP11114111 11111 jljll I{I{i{I�Il1{I I Ill{!{ISI{I�1 I{1{t{!4111{I� l{1{I�I{1{I{i ({I{i{i�l�l�fj �� It 111 IIII�INI IIAl11N t �'�;, inlmr nnluu mlhni nn-mr nnhm unlnft nllhm mrinn rurhel,nnllln Irrinrl Irnllul uulnn ltrlinnhnlhlu m111111 ludun Intlnllhurinn►Iht�l,lt IIId11u nllianl Al nitintr ndtn Inhtn Ilrl.n rinh , s r 01 - - .. � 't' I STM 1 ,. I SITE DATAoe --RIM 15' � �' K• N 1 57 -_ - �, 1 SITE AREA = 513,700 S.F- '� 1 I =--- { r E 1 b.4 [l�� ( BLDG AREA - O \ i I , t i M X1186 52,500 S.F. 0 M ai0 Y. s��i��il, i i i r I Ckf 00, p N Tf?I F' ... ._. ..,:�-��.- .. X187 25,000 S.F. p p r 11 S 9 ' 11 9 • 11 2 L � l ' #188 27,500 S.F. � a x N gU I 13 . �\, / € 1 H 189 43,435 S.F. "' X. N g 8 4 10 8 i $ 5� \ -'q #190---31,565 S.F. CO �`_ SP =33j 1 � 'r 3 SP �r, - t C. 1 • a X33' rlrtit4l. TOTAL 80,000 S.F. I i `O � I _ - BLDG COVERAGE 35% W • M •t W Q �+ 1 89.0• 4r` A6 -1O � � V � � C ';�� r � F 1 �\ ��` a i ' LANDSCAPE AREA = X �o • 4 .. 13 13 13 13 6 iM5 JS., / W ` ZONE: IP C� � �n I-4LINL STM � `\�` r7 � Z N •- n� �. I 45.0' VARIES iE aM R M �}, S �.. , 1 ( W • 0 rn u> C C i h, 1_ I O N I 61�t M CPTR ii18Ef) ,`°� _ ,a �.,� ( _......_ _� CP t4 - � �^ i 52.500 SF / .. C2 ��`` �' �� I .� 3 M ` 52 SPACES 0 18 O ~�. `' I W vi X 0.935/1,000 SFS 1j 11 '`: '►�. \ 1 rn C - F.F.-158.50 �a; ? `••, �` �/ 1 U • o m 10 4 SP 36r � �'• I _ �. 1 / PARKING a •> r i _ 3 '`+s'' ;'1. '1-,_� (ALL SPACES ARE 9' x 16'oil ) - - `^� a \ N 6 � '" ,-, � �;;• I REQUIRED 346 tor-4 k- ... .- _.. fit_- / ��`�_`_��^^ '. --•-- --,� .-. --.-... �. �' 115 r. --�,.,,.Z:'-�"-., .•. ..' ti �n I PROVIDED: ♦ ♦ ♦ ♦ ♦ ♦ • ♦ • ♦ • • • • ♦ 10 13 "'x• - " :`' " `_• w STANDARD a 362 r� rH N "t'!. 14 TOTAL 3 8 w ' , 12' - 181' O 14' 228' _ 6 R 1 Z _/ II g! • ".+h i R: /3A, i REMOVE EXISTING k - - --- - - ---.- --- ---- -_ ---�_ A� W i U i FENCE TYPICAL 1 f N z ,._ 4 1 18' 0 16' 47 / 13 Tr 1 a -'w I • 10 11 O w i 0' - --- --- 113' --__- 14' _ 103'----____ D � 11 � / � z, � F.H. 1 1e' 0' _ �: p '�' 1 5 � Ki►a�i7 99 0 7 - � 6 s I b l 1 F. S 170.64 z �. 1 48.0' !S4 ti' 1� 1�6 F.D.C. �. 1 I.E. NE: �0.2. _ / . . ---- - - in � �o � , 4-�-y cpv ♦ ♦ ♦ '� ♦ �: ♦ ♦ ♦ � ,`, �/ � � � � f i9/ 40 - +� •A 17 .n LEGEND m27' ,,t a 70.0 -�i 100' 1 fi 1 .. it CATCH BASIN SEE DETAIL 0 �/ - - I �. N CFM #187) 0' 18' EV �` �' __ 13 <�c' ! ' LP SQUARE LIGHT POLE 20' HT. W/ � 1 28.0' 16' 26' 25,000 SF j' - - - 1 5 \� ► v 0 m SHOE BOX STYLE FiXTURE 38 .SPACES. m 1.52/1,000 SF J'° Il 9' I a 1 F.F.-164.OU - �D(1 0 ��fl ) �S� SO' _ .:: .3(A r` { W # YARD LIGHT a 25 In I X11 SHOE BOX STYLE Q 1 1 t 0 43,435 SF -► "', 97 SPACES 9 8 Q a- 13 13 13 2.223/1,000 SF ON GRADE OVERHEAD DOOR .- _-- F.F.=165.00 ► - � S DOCK DOOR a ^ ,n 6 4 i� n: O f �• 4 re 1 ` ! 6 �Or FIRE HYDRANT 4 , 42' 5 S - 53 P : 60' 1 ♦ B-QQ P (PTR #W) a► i;' [3 FIRE DEPARTMENT CONNECTION M 31,565 SF r - 8 8 8 (,> � �' O ► 118 SPACES ,..-.�' REMOVE EXISTING 11 aD 12 4.226/1,000 SF -1� ; e FENCE TYPICAL 1 g 8 8 .4 F.F=1'0.00 N ' �d� 18 ► I, 6 5 SP F. 4 SP7 - 42' .Y 60• O z F.D.C. I 4� `a 'e' I 3 I 1 a 45.0' •- C1� �n ♦ ♦ i.. ♦ ♦ - F.H. 8 �� 13 27r ► 1 --� j 240 41 140 1 T13 13 13 En7 ► 13 �-- 1g. Ir 33 � G � I I E�- O (PIP M) -- F.D.C. y 1 -- ( w 't > 1" 27,500 SF Eo 18 D.0 i inch - 40 K 41 SPACES - 9 P 1' 4 P 6 T+ F.H. 82.4 k 1.3,57/1,000 SF 4 10 1' 17' 3�• F F.=169.00 C� N 10 ' ► II .. _ 'I. . - GENERAL.: NOTES _ g 1 S 9 0 P 0� 10 S =I 90L1 g i i� i A. ALL WORK. SHALL CONFORM TO THE REQUIREMENTS OF THE CiTY OF TIGARD, REMOVE EXISTING EXISTING SCALE }i I TiGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OVERHEAD POWER o' AND TRAILER I �� oI ad yy v OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. - LINE AND POLES TO BE REMOVED COORDINATE WiTH 0 � POWER COMPANY SITE PLAN FENCE ANDEMOVE STING GATE F,, B WATERLINE RFERiNES: MATERIAL,DUCTILE IRON, THIN TITAN 1VE OINT,ET OF BUILDING:CONFORMING TO AWWA C-151, CLASS 52 t tvr+ 1 =40 I TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND i UNIFORM PLUMBING CODE. J oltp77% C. SANITARY SEWER MATERIALS: y lsG^i• C�/ INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE qR KE 1 NOTES 0 OTHER AREAS. PVC CONFORMING TO ASTM D-3034. K .30 95 a D. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. TREY DO NOT �--� 1. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL 13/5D5 DATE• �^ SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION iN THE 2. CONSTRUCT CITY OF TIGARD STANDARD CONC. COMMERCIAL DRIVEWAY SPACE PROVIDED, THEY DO NOT SHOW EVERY DIMENSION, COMPONENT 3. STORM DRAIN INLET CATCH BASIN SEE DETAIL 1/SD5 PIECE, SECTION, JOiNT OR FiTTING REQUIRED TO COMPLETE THE PROJECT. DRAVIN BY: -h '!�• ALL LOCATIONS FOR WORK SHALL BE CHECKED 4ND COORDINATED WiTH I 4. FOR ASPHALT PAVEMENT SECTION SEE GEOENGINEERS' REPORT HR EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 5. 12" WIDE WHiTE CROSSWALK PAINT STRIPE EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION 6. LANDSCAPE AREA SEE LANDSCAPE PLAN SHALT_ BE VERIFIED AS TO CONDITION, SiZE AND LOCATION BY UNCOVERING, CHECKED BY: I Gam, \, \� 7. 6" CONCRETE TRASH DUMPSTER PAD PROVIDING SUCH 1S PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH RWB plus• JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY REVISION r1 PAM �rC__� 8. DISABLED PARKING STALL. SEE DETAILS B/SD5 ENGINEER IF THERE ARE ANY DISCREPANCIES. �y EDITION -��R�r t___�� T �+_�' - yIo�+ _ _• _:r. e� 9. METAL STAIR SEE DETAIL 2�A6 ai --_ �--�r � CLOSING i f' ,+f" `'�: 10. 4" WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS E. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE is DATE: ,,.• ! _ 11. SIDEWALK RAMP (MAXIMUM SLOPE 1;12). SEE DETAIL 7/SD5 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1101, ..� 12. MATCH EXISTING SIDEWALK. F. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUII_DiNG. 1 X -�•� mea 13. 4" THiCK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL ll/-,D5 PAM 8 14. 4" THICK BY 6' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12 SD5 G. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO / COMMFNCiNG WORK. NOTIFY ENGINEER OF DISCREPANCIES. VICINITY MAP -- ___ _ _ 15. FiELD INLET, SEE DETAIL 5/SD5 N T TO CA 11. EFFECTIVE EROSION CONTROL 1S REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY, AT ANY TiME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 1. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WiTHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING T SYSTEM ARE NOT ADVERSELY IMPACTED. THE CiTY MAY, AT ANY TIME, ORDER (c) NA+. cRnF EN1➢NEER VG 95 A L R1fiHT$R JII- CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPIAS11 EFFECTIVE Tl4E tMtArrlva: ARE DRAINAGE CONTROL-. MAC. 1'� I(RING RN wN.r AND ANE NOT tT:dE [D t7R REt 0%,1. AN NA E1tE£P7 CiR MRII IFN M Vt N F J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAViD EVANS do ASSOCIATES SHEET 'TOPOGRAPHIC SURVEY. j K. PIPE OUTFALL INT^ WATER QUALITY POND SHALL_ BE MITERED TO MATCH GROUND SLOPE. OUTF-4L.1 ;'ROTECTiON SHALL CONSIST OF A 10'x10'x'12" THiCK RiPRAP BLANKET (CLAS', `^0) ON A 6" BED OF 2"-0" CRUSHED AGGREGATE. SP L. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMBING/MECHANiCAL DRAWINGS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS QRIOR TO CONSTRUCTION. OF M. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STORM -- --- DRAIN PiPES BY 6" STORM LINES WITH 2% MINIMUM SLOPE. J08 NO f oP0(,RAPHIC SURVEY INF OWAATION PROVIDED BY: DAViD EVANS AND ASSOCIATES AS FILED FOR PERMIT 5 15/95 , 295�J26 SURVEY DATE: / DATUM EL.FVATION: i 7244 SW Durham Rd,#188 BUP 95-0289 201`9 # IF THIF NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMF,NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IiIII111 Illi II i1111Il 111111111111141111111i�ilili il�lil��li►ii i r{►i�li�l� I ililil��ili'i t �Iii�li��lili i Ill Jill Jill 11ji III111111111ti 11111111111111111 IIIIIIII1111IIIIIIIILtt1Ii111!A111111 ILIIIIIII 111111111 IHIlitll IIlllilil IIlili!V_ u ~tilt IiNINl11111111 IILilNlllillLllill Ui111111111111111111111iLLlliltithill- tIIIti11u11Hif IH1ILt1 inEtlEl Itulip IIl mt tho n4111 tnlnn f 11111 m11141 _��IiA'alLti.ii�� ..�b iYri.�i3LWWul:.G . .- -. �, __=ev -'...:.s'.:� fir...-.'.-rYOM�IhA ,.• �....,e� ...« ��._ FOUNDATIONSITE CAST TILT-UP CONCRETE WALL PANEL NOTES L" f GAC, Sl UEL F=RAMING NOTES ..... 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: GENERAL _ REPORT PREPARED BY CEO ENGINEERS GEOTECHNICAL PRECAST ON SITE, TILT-UP CONCRETE 1'IALL F'i+NEI_S. --_-� CONSULTANTS, PRELIMINARY REPORT DATED MARCH 14, 199b THE CONTRACTOR A. ASTM A-446 GRADE D (Fy = 50 KSI) FOR 16-GAGE AND HEAVIER. V) SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF 2. SEF- GENERAL NOTES SECTIONS: "CONCRETE" AND "STRUCTURAL STEEL" FOR B. ASTM A-4j% GRADE A (Fy = 33 K51) FOR 18--GAGE AND LIGHTER. W SOD THE SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. ~ RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT--GALL STEEL Q co I PROJECT SPECIFICATIONS. 3. THE CENTERLINE OF SINGLE MAT STEEL SHAII. COINCIDE WITH THE FRAMING SHAL CONFORM TO UBC STANDARD 27- 9 AND ANSI SPECIFICATIONS. 0 •n 0 N �,/c�CiIC. I CRITERIA CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH (!) a® r THE FOUNDATION FOR THE STRUCTURE HAS BEEIJ DESIGNED FqR AN 'TWO LAYERS OF MAT STEEL SHALL. HAVE A MAT 1-- 112" CLEAR ON THE OUTSIDE 3. PRL ADE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, � � 0 Q r WITH ALLOWABLE. SOIL-BEARING PRESSURE OF 1500 PSF. FACE AND 3/4" CLEAR ON THE !NS1DE FACE. SEE PANEL ELEVATIONS FOR WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES Q �li 1. GOVERNING BUILDING CODE: 1991 UNIFORM OUILDING CODE, ADDITIONAL REINFORCEMENT REQUIREMENTS. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. +� AMENDMENTS. � c • "� Q 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER GF'AVITY 1 FROM THOSE DESCRIBED IN THE GEOTECHNICAL RE-PORI' SHALL BE REPORTED 4. PROVIDE 2-;gib CONTINUOUS AT THE TOP, BOTTOM AND SIDES OF EACH PANEL 4. STUDS TO BE BRACED WITH BRIDGING IN ACCORDANCE WITH MANUFACTURER'S O o 2 LVE LOADS: TO THE STRUCTURAL ENGINEER AND/UR THE GEOTECHNICAL ENGINEER AND AT THE HEAD, JAMBS AND SILL OF EACH OPENING AND EACH FUTURE RECOMMENDATIONS. -- 5 PSF DEFORF FURTHER CONSTRUCTION IS ATTEMPTED. KNOCK-OUT OPENING IN THE PANEL. U r Q ROOF . . . . . . . . . . . . . . . . . . . . . . . 2 5. METAL FRAMING CONNECTIONS ARE TO BE WELDED, EXCEPT WHERE SELF- V) c o of rn (SNOW BUILD-UP 1N ACCORDANCE WITH 1991 UBC APPENDIX CH 23) I 4. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL DRILLING SCREWS HAVE BEEN SPECIFIED. SURFACE, GROUND, OR SEEPAGE WATER. DIMENSIONS, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, WELD PLATE WCL o o N LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE N m Q+N SEISMIC Z m -3 L- 3, 0 5. ALL APANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WI"I'H NEW PRIOR TO CASTING PANELS. CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. W u� SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . 3 CONSTRUCTION SHALL BE REMOVED. XP -FORMED SHAPES SHALL BE BY ANGELES METAL SYSTEM OR to 0 IMPORTANCE FACTOR 1. . . . . . . . . . . . . . . . . . . . 1.0 6. EXPOSED EDGES OF PANELS SHALL BE CHAMFERED, EXCEPT AT THE INSIDE 7. DESIGNATED COLD APPROVED EQUIVALENT. U Q -c m Obo i - S BUILDING TYPE Rw . . . . . . . . . . . . . 6 6. SITE PREPARATION AND OVEREXCAVATION/RECOMPACTION OF SOILS SHALL BE FACE OF OVERHEAD DOORS. %o o -r- PERFORMED PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE a 0 a a_ SOILS REPORT REFERENCED ABOVE, 7, SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, ETC. 4. WINO 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTAL.LAIION OF ALL cy- 1 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 ONLY. Ld B BANKS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING EXPOSURE I- 1 DESIGN AND METHOD.IMPORTANCE FACTOR 1. . . . . . . . . . . . . . . . . . . . . . 1.0 CONCRErE I 9. LIFTING INSERTS V1S1BL� TLi aIER FINAL CONSTRUCTION SHALL BE PATCHED AND SITK)CTURAL WOOD 0 1. CONCRETE MIXES SiIALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY FINISHED TO MEET THE ARCHITECT'S APPROVAL. -- AND REVIEWED BY THE ENGINEER. MINIMUM COARSE. AGGREGATE SIZE IS 3/4" 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL. 00 0 0 INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER LICENSED IN THE 10. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE 0 0 CONFORM TO SECTION 2501 OF THE 1991 UBC. (A r^ STATE OF THE PROJECT. SLAB POUR STRIP HAS BEEN POURED AND THE ROOF DIAPHRAGM 0 W 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING CONSTRUCTION HAS BEEN COMPLETED. (� z on � 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. SPECIFIED TABLES, U.N.O. 6 U O AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 11. UO NOT WELD CHORD TIE, CORNER PANEL TO PANEL EMBEDS, PANEL TO FOOTING, TYPE 1 OR TYPE Il AND SHALL CONFORM TO ASTM OR SHEAR WALL TO FOOTINGS UNTIL APPROVED BY SOILS ENGINEER FOR INITIAL DOUGLAS FIR - LARCH NORTH PORTION Of TABLE 25-A-1 Z � GENERAL PORTLAND CEMENT SHALL BE E FRAMING MEMBERS. ( ) , C150, SETTELMENT lc PANELS HAVE' BEEN RE-LEVELED. MINUMUM TEMPORARY SHIM (UBC) a PANELS AT EA. END do QUARTER POINTS TO DISTRIBUTE LOADING. PLYWOOD: TABLE 25-B (UBC) � 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL .3. ADMIXTURES MAY BE USED WITH P^iOR APPROVAL OF THE ENGINEER. -" NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETL SHALL 12. CONTRACTOR TO PROVIDE MONITORING POINTS ON PANELS WITH INITIAL SET 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH EXTERIOR ~ � 0 EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. POINT k WEEKLY READINGS TO SOILS ENGINEER. MONITORS SHALL HAVE MAX. 100' GLUE CONFORMING t0 U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION LO m C PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NUT BE USED. SPACING, MIN. (1) PER WALL, CONFIRM FINAL LOCATIONS WITH SOILS ENG. AND INDUSTRIAL PLYWOOD. ce- a 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. U THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSI l� j INCONSISTENCIES. SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI a . . 4000 PSI 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: 'Q TILT-UP PANELS AND COLUMNS . . . . . . . n- 3 DJ NOT SCALE DRAWINGS C:OORDINA 1 E DIMFFNSIONS Wl I'H ARCHITECTURAL STUDS, DF--L, STUD OR BETTER DRAWINGS. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 30'R-85 AND PROJECT SPECIFICATIONS. ALL CONCREIF. SURFACES AGAINST PANELIZED ROUE SUBF'URL[NS, DF-L N0. 2 OR BET"EER ., - c � STRUCTURAL STr"�L PLATES, DF-L N0. 2 OR BETTER 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM NhiICH CONCRETE IS TO HE PLACED SHALL BE THOROUGHLY CLEANED. Lij BUILDING CODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 1993 -AITANCE AND STANDING WATER SHALL BE REMOVED. 6. 1991 UBC TABLE 25-0, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO OSTM EDITION OF THE STRUCTURAL SPECIAL.FY CODE. RESTRICTIVE NAILING 15 INDICATED ON THE PLANS OR DETAILS. O 6. ALL REINFORCING BARS, ANCHOR BOLTS, ANI; OTHER CONCRETE INSERTS A36. Z ! S. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SHALL BE WELL SECURED IN POSITION PRIOR TO W A53, TYPE E OR 5, GRADE ACING CONCRETE. PROVIDE 7. SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY Sli!,LL BE n. SIZE. AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. STANDARD BAR CHAIRS AND SPACERS AS REQUIRED t0 MAINTAIN CONCRETE 2. STRUCTURAL STEEL_ PTFE SHALL CONFORM T•0 ASTM B. OR ASTM A`,01. MILL TEST REPORTS FOR THE STEEL PIPE SHALL BE PRESSURE TREATED b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PROTECTION SPECIFIED. Q Z PARTITIONS. SUBMITTED FOR APPROVAL. 8. BOLT HOLES IN WOOD SHALL BE 1/'32" TO 1/16` LARGER THAN THE BOLT, Q� c. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BAPS SHALL BE AS DEPENDING ON BOLT' SIZE, 0 DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FOLLOWS: (SEE A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS N01 NOTED) 3. STRUCTURAL STEEL. TUBING SHALL CONFORM TO ASTM A500, GRADE B (FY = I--- ETC. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 70 EARTH ,�" 46 KSI). U 9. BOLT HOLES SHALL NO f BE LESS THAN Ix DIA. FROM THE END AND 4x DIA. TO EARTH OR WEA HER FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. V d d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT lq b. CONCRETE EXPOSED SHOWN. BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . 2" 4. ANCHOR B0L TS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. -? i a FLOOR AND ROOF FINISHES. #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" SPLITTING. � h� 10. PRE-DRILL (JAIL HOLES WHERE NECESSARY TO PREVENT I f. DIMENSIONS NOT SHOWN ON STRUCTURAL. DRAWINGS. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM SLABS, WALLS, - #11 BARS AND SMALLER. . . . . . . . , .3/4" TO THE A1SC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF 11. EACH GLA!-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING BEAMS, COLUMNS -- TIES, STIRRUPS, SPIRALS . . . . . . . . . . 1 1/2" STRUCTURAL STEEL FOR BUILDINGS," 1978 EDITION AND AMENDMENTS, AND NUMBER ANU SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION m 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," CERTIFYING THAT THE MEMBERS MEET THE 1991 UHC REQUIREMENTS. SUCH --� Q FOLLOWING: 8. REINFORCING STEEL FOR CONCRETE SHALL_ BE GRADE 60 AND SHALL CONFORM TO 1986 EDITION AND AMENDMENTS. CERTIFICATES MUST BE MADE BY AN APPROVFD AGENCY OF THE S.P.A. Q ASTM A 615 OR A 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS w- c SHALL NOT HE TACK WELDED, WEi.DEn, I-IFATFD OR CUT UNLESS INDICATED ON THE 6. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (BEARING THE a. PIPE RUNS, SLE-.EVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, 12. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F--V4 (D.F. - LARCH), t L.4.I ETC., EXCEPT AS SHOWN OR NOTED. CONTRACT DOCUMENTS OR APPROVED HY THE STRUCTURAL ENGINEER. SEAL OF A SIGPRON OF THE ENGINEER RF GIRD E:RED IN THE STATE OF THE PROJECT) ! FOR THE DESIGN OF THE STEEL JOIST GIRDERS. 74F-V8 (D.F. - LARCH), INDUSTRIAL GRADE, AND F_XTE"RiOR GLUE, 1!,NLF_SS NOTED z b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS 1N WALLS AND SLABS. OTHERWISE ON PLAN. c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY 'THE STRUCTURE C) d, SIZE AND LOCATION OF MACHINF OR EQUIPMENT BASES, ANCHOR BOLTS ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD !'. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD FOR MOTOR MOUNTS. D1.4-79. E70XX ELECTRODES SHALL. BE USED IN WELDING A 706 REINFORCING D1.1-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM BARS 1.0 A 36 STRUCTURAL STEEL. A233, CLASS E70XX. 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL 10. DETOF CONCRETE REINFORCEMENT BARS AND HCCESSORIES SHALL 8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE SPECI14I.. I��SF'E'CTIOIV 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 PRIOR APPROVAL. OF THE STRUCTURE AT ALL ST".SES OF CONSTRUCTION. ACI COMMITTEE 315. STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION IN ACCORDANCE WITH UBC SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE TO BE MADE. SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL_ REQUIREMENTS 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. 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 NELSON HEADED CONCRETE - - -_ CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. ANCHORS (OR APPROVED EQUAL), ANDD SHAT L CONFORM ASTM A108. DATE. SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE ITEM PER SEC. 306 DESCRIPTION ITABLE STUD _ _ NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING - 1 FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE WELDING EQUIPMENT IN THE SHOP OR !N THE FIELD. WELDING SHALL BE 1N CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 2. 0 ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING 1. CONCRETE =STRUCTURAL CONCRETE DRA BRACING, SHORING FOR CUNSTR'1CTlUN LOADS, ETC, VISITS TO THE SITE BY FOR THE REQUIRED CAMBERS/SLOPES. WN FY: COMPANY. CLO THE STRUC TRA ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE U L ITEMS. 13. CONDUIT OR PIPE SIZE (OD) SHALL. NOT' EXCEED 30 PERCENT OF SLAB 2. BOLTS INSTALLED !N CONCRETE -WEDGE ANCHOR INSTALLATION CHECKS:D BY; THICKNESS .AND SHALL O PLACED BETWEEN TOP AND BOTTOM REINFORCING, 10. DEFORMED BAR ANCHORS (DBS.) SHALL BE NELSON DEFORMED BAR ANCHORS � WHERE INDICATED ON DRAWINGS DRW SION 9. OPENINGS, T-UC KETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMEN FS UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON S1"EEL AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE CONFORMING TO ASTM A.496. ANCHORS SHALL BE AUTOMATICALLY END-WELDED 3 REINFORCING STEEL -REINFORCING STEEL PLACEMENT EDITION UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL_ OR PIPES SHALL BE EDITION WITH SUITABLE WELDING EQUIPMENT 1N THE SHOP OR IN THE FIELD. WELDING I (N FOUNDATION AND TILT WALL s CLOSING ENGINEER. PROVIDED. I� SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON PAI�ELS � DATE: 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE STUD WELDING COMPANY. - e '« Qs AR- OR BEFORE PLACING. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS 4. WELDING -ALL FIELD WELDING DESIGN L., LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR/ BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDI TIONS NOT --- �- -ALL SHOP WELDING SHOWN ON THE DRAWINGS. 5. PLYWOOD DIAPHRAGMS -ALL NAILING OF PLYWOOD 11. WHEN A DETAIL IS IDE14TIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS DIAPHRAGMS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. DIAPH DIAPHRAGM F3 FLAT BAR HDR HERDER LB LAG BOLT OC ON CENTER SCH SCHEDULE UNO UNLESS NOTED OTHERWISE ABBREVIATIONS _ DIM DIMENSION FiN FINISHED HGR HANGER LL LIVE LOAD OD OUTSIDE DIAMETER SHTG SHEATHING U/S UNDERSIDE DL DEAD LOAN FIR FLOOR HORIZ HORIZONTAL LLV LONG LEG VERTICAL OF OUTSIDE FACE SIM SIMILAR .1995.E ALL RIM •SERVEOASSOCIATES.P c y t99�, ALL RtdN15 NESEpVEO DO DITTO FN FIFLD NAILING HS HEADED STUD LOWGIT LONGITUDINAL OH OPPOSITE HAND SIV SHORT IFC VERTICAL AB ANCHOR BOLT CJ CONTROL JOINT OPNG OPENING SPA SPACES n,L A�w n n�nR�c1M DN DOWN FOC FACE OF CONCRETE NSB NIGH STRENGTH BOLT LP LOWPOINT' w c w ,�u J M, soaAyl p, AFF ABOVE FINISH FL.00h CENTER LINE OP DEEP FOM FACE OF MASONRY HVAC HEATING, VENTILATION AND LWC LIGI i7WE1G+i7 CONCRETE OVHD OVERHEAD SPEC SPECIFICATION I "�a� ww�'T" R"'S9 °r `" ALT ALTERNATE CLR CLEAR DWG DRAWING FOS FACE OF STUDS AIR CONDITIONING STAGG STAGGERED SHEETALUM AI-UM!NUM CMU CONCRFTF MASONRY UNIT DWLS DOWELS FND FOUNDATION MAS MASONRY STD STANDARD ANOD ANODIZED COL COLUMN FT FEET OOT PLATE STIFF STIFFENER VERT 4�RTICAL � MATT. MAtERIAL � APPROX APPROXIMATE CONC CONCRETE FTG FOOTING MAX MAXIMUM PLYWD PLYWOOD TAB TOP AND BOTTOM ARCH'L ARCHITECTURAL CONN CONNECTION MB MACHINE BOLT PS POUR STRIP • AT CONST JT CONSTRUCTION JOINT EA EACH MECH'L MECHANICAL PSF POUNDS PER SQUARE FOOT T/ TOP OF CONT CONTINUOUS EF EACH FACE ID INSIDE DIMENSION THK THICK(NESS) GSN 1 COORD COORDINATE EIFS FXTERIOR INSULATION IF INSIDE FACE MIN MANUFACTURER PSI POUNDS PER SQUARE INCH B/ BOTTOM OF FINISH SYSTEM INSUL INSULATION MIN MINIMUM P7 PRESSURE TREATED TL TOTAL LOAD BN BOUNDARY" NAIL CSK COUNTERSINK TN TOE NAIL W/ WITH ' BTWN BETWEEN CTR CENTER ELEV ELEVATION INT INTERIOR MISC MISCELLANEOUS TOF TOP OF FOOTING WOOD BLDG BUILDING ELECT ELECTRICAL_ MK MARK TOS TOP OF STEEL W/O WITH OUT Of 1 e x K BLOCK d PEN EN EDGE NAIL GA GAUGE JOB REFERENCE TOW TOP OF' WALL WWF WELDED WIRE FABRIC E OLKG BLOCKING DBL DOl1BLf EQ EQUAL GALV GALVANIZED NIC NOT 1N CONTRACT REINF REINFORCING TRANSV TRANSVERSE 106 N(� BL o BM BEAM DBA DEFORMED BAR ANCHOR EXIST EXISTING GEN GENERAL NO.// NUMBER REQ REQUIRED TS TUBE STEEL295189 BOTT BOTTOM OF DOUGLAS FIR EXP JT EXPANSION JOINT GLB GLU LAM BEAM JST JO NOM NOMINAL REV REVISION TYP TYPICAL BRG BEARING DIA/0 DIAMETER EXT EXTERIOR GR GRADE JT JOINT NTS NOT TO SCALE RQ ROUGH OPENING REVISED PERMIT SET 8/10/9 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 18 DOCUMENT,THE DOCUMFNT IS OF MARGINAL QUALITY. MICROFILMED I�i�101j�Ijlj Ij�j��l�l �I {{1�1jl�l�l�l�i f�ljl�l�lji�l'I I�I�I�IfljlJ! I {�I��jl�Tjl�l 11�1�1(lil�lil Ijijljl�fjl�l I Ijl�l�l�i�ijl I�ijl�l�I�iji) I�Ijl�t�i�l�i I�I�i�l�l�l)I� 30X SD tttlnu{nnhtn iullnttlnnlnn nnitNt ut+lr►IIIIIIIIIIII lilllllil(HIIIIiI lllljill)llll�llllllllljllli IIIljlill 111111111 filllllll Illilll+l IlihlllllllNlNiltlllil+lfinglllllf Nlljiili I,IIlilll RIIIil1111gimt 1TI1111+11 ntlnl+.cnitnl+intim nf+lNl++N+h+t n! i ,w x D STRAPPING; PLAN KEYNOTES C• c- D D D NAILING AN .� A. %(j" PLYWOOD W/10d O 6' U.C. O PANEL EDGES AND 12" O.C. 1. 9' x 10' OHD DRIVE-IN DOORS ALONG GRID '1', TYPICAL O INTERIOR SUNPORIS. 2. 12' x 15' OHD DRIVE-IN III III III Ililllllllll I IIIIlllllltl III III III ill Illi B. 2)4`x19h' GLU--LAM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d O 3. 3' x 7' HM ODOR V) &n C - - - 3' O.C. SEE DETAIL 11/A5 4. SIMPSON HCCTA 7-6 HINGE CONN. TYPICAL o 00 - - of- �"� - - 2S'�0" `/ C. SIMPSON L.5TA21 O 6'-0" O.C., ACROSS FIRST PURLIN LINE. 5. ALUMINUM STOREFRONT TYPICAL, SEE DETAIL 1/A1cn t J ��J Q j D. DOUBLE ROW OF 10d NAILS A 3" OC FIRST 16'-0" OF BEAM, TYP. 6. ALU14INUM WINDOWS TYPICAL c to f �F�� E. NAIL BEAM W/ 10e VAILS fat 3. OC STAGGERED FULL. LENGTH. 7. 9' x 10' OHD DOCK-HIGH DOORS ALONG GRID '4', TYPICAL U m x N ' F. SIMPSON 576236 EA. PURLIN W/(15) 16d NAILS EA. S1DE OF 8. 6'xfi" DOWNSPOUT TYP. SEE DETAILS 22/A6 dt 23/A6 FOR U.S. GUARD O oaj X - - -- - 8 D BEAM AT GRIDS B,C,DjJA,N,P do 0 ONLY. SEE SECTION ON 9. METAL AL STAIR AND LANDING, CONC. PAN FILLED TREADS k CONC. LANDING. a o "tri 12 17 •'N'_ - - � _ _ W3U A6 A6 - �`� ______ ___--A� 25 -0" 11 DETAIL 7/A5. 10. 2 }/�' x ta}/" GLU-LAM PURLINS (24FV4, C = ") WITH SIMPSON 2 0 �. 04 - _ - - \ AS G. SEE DET. 17/A4 FOR NAILING O SHEAR WALLS. HH82.6 HANGERS EACH END TYPICAL O 8'-U' O.C. T 4 cn I H. DOUBLE ROWS OF 10d NAILS 0 3" O.C. ALONG PERIMETER TOP 11. 2x6 NO 2 DF(_ SUBPURLINS AT �'--0" O.C. WITH SIMPSON F26N HANGERS v► iC G - - I PLATES do LEDGERS, SEE DETAIL 3/A5. EACH END TYPICAL. - o C) � ! • 12. %' PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE U • o0 UA cA Aa- + a �? !L 13. B J. ROIOFINGPLAN FOR NAILING E_ c o Q ►+�Q - - - - 1 14. 4x6 P.T. LEDGER W/ )("0 BOL 1 O 4' OC SEE DTL. 4/A5, 5A/8 C o(rim la ( 11 16 21 - - E C E A5 15. 2'-0' X 2'-0" BLOCKOUT FOP. COLUMN BASE, FILL W/ GROUT TYPICAL � _o � 1 A6 A6 A6 t l 16. 4'-0" CONCRETE FILLER STRIP c 0 I I I I I I • ! I ! �♦I I I I I i I I I I I I I I I l l l t l l f I I I I I I I I I I f l l.►1 a oN X I I I 17. 5" CONCRETE SLAB, WITH #4 AT 24' O.C. EACH WAY N N I WITHIN 10'-0' OF OUTSIDE WALL, TYF. L o 3 O p O M w o- 22 13 18 D I 18. CONTROL JOINT TYP. A GRID UNF5 SEE DET. 1/A 4, 25*--0 O.C. MAX ,n _ 19. CONSTRUCTION JOINT TYP. - SEE DET. 1/A4, 25'-0' O.C. MAX. Rco" 4* r - A6 AB D 20. 2Xx19F GLU LAM BEAM DRAG STRUT W, SIMPSON HH82.3 HANGS U =0 o c 1 - ;r A <E> i / P Q R OFF-SET O PANEL. Q � o __ 21. C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE SEE PLUMB L. to a a 19 - I I 22. 6" x 20 GA. METAL STUDS O 24" O.C., SEE �E TAIL 1/A3 A6 I I 23. 4 x 14 P.T. LEDGER W/ -X'0 BOLT O 4'-0" OC SEE DETAIL 8/A5 I 24. TS 8 x 4 x )(a REMOVABLE MULLION TYP. -- SEE DETAIL 16/A5, 17/A5 25, YARD LIGHT TYPICAL (Y --�I WI 26. CONIC FRAME SEE 16/A4 w L I 27. 2x6 O 16" OC STUD WALL WITH %- TYPE X GYP E3D EA SIDE UP TO ROOF. 28. EMBED (,L BEAM SEAT NOT O PANEL JOINT. V,'ex5'x9' W/ 14 LECUEND (3) -X'# k 5' HEADED WELD STUDS, L O BM USE L� 8x4x1"x12" LONG. LA A -129. SOFFIT LIGHTING TO BE COORDINATED WITH OWNERS REP., r ' 29 I Q1 FOR NUMBER, LOCATION, AND TYPE. C) 7- OA - 1 A SEE FOOTING SCHEDULE 30. 4 x 8 P.T. I, DGER, SEE DTL 8/A5. 0) 0 (D i 31. 4' •; 8' SK)L.GHT, SEE DETAIL 6/A6. V)CO 0 Ur• A8 o 1 PANEL NUMBERS ❑ � nLd i 3'-9 1 2" I Z 0 GENERAL NOTES o ---�- � FOOTING SCHEDULE _ z n. PROVIDE CONTROL JOINTS THROUGH POUR S1RIP AS SHOWN, Z. r 2MARK LENGTH WIDTH- DEPT LONGITUDINAL TRANSVERSE REMARKS C.J. TO BE LG_AT6D TO PROVIDE SC. CONC. SECTIONS WHERE POSSIBLE. :D - 0 AB b. ALL FOOTINGS ARE q OF V.ALL, PANEL XOIN;, OR rOLUMN - ct REINFORCING REINFORCING I _ ._J UNLESS NOTED OTHERWISE. Q� ENLARGED ENTRY PLAN A CONT. 3'-6' 1' - (4) N5 x CUNT. #5 O 1'-0" O.C. SEE_ SPECIFICATIONS FOR ENGINEERED SEE SHEET A2 FOR PANEL DIMENSIONS AN i THICKNESSES. �--- � � 0 O _ FILL REQUIREMENTS. � � � - - d. CONFIRM FINAL LOCA TION OF ALL RECESSED EN TERIES WITH OWNER'S REP., � a 3/e'=1'-O" O CONT. 5'-0' 1'-0" (5) M5 x CONT. /5 0 1'--0" O.0 SEE SPECIFICA I IONS FOR ENGINEERED D FILL REQUIREMENTS. PRIOk TO POUR OF FILLER STRIP O (.V GRADE SITE OF BLDG. SEE SPECIFICATIONS FOR ENGINEERED �I 61-9. 9 l'-2^ (8) IM5 x 6'-3' I (8) #5 x 6'-3r REQ --•+• Fll.l, RE UIREMEVTS. SEE SPFCIFICA IONS FOR ENGINEERED f4? D 8'--0" 8'-0' 1'-2" (8) f5 x 7'--6' (ff) IS x 7'-6' FILL. REOUIREMENTS. _ -- OCONT. 51-0. 1'_0' (5) N5 x CONT. - #5 O 1_-0' U.C. - SEf SPEC'S FOR ENCN'G FILL REO. CL T. _ 3'-6_- 1'-0' (4) #5 x C014 T. /1.5 O 1'•-0' 0.0. SEE SPECS FCR ENGN'D. FILL REO. Z Q 1 B C D E F <G J K L M N P Z 25'-0" _ 25'-0" _- 25'-0" _ ls.-o" 2.5'-0 25'-U" 25'-0" _ 25'-0 :5':0" 25'-0" 25'-T _ _ _ 25'-0" X z5'-o" * 25'-0" -__ _ 25'-0" �, Oz: .f --- - AI' -fie- -' I TYP PANEL7 O CRRD i--- I 28'- - A I I 1 I 0LL_ a. j I TA3 14 11 � O 25 A5 1 65 Al18 IA 14 - T6 A S 3 AIL� I 20 ---�I- � AM�.4_28 9 �� 272G S,M 23 22 O O 3 _ 1w _1 �� 17 I I B t! E i I ( Q J 2` A51/ rSALL f) r I WALLS 16 17 18 I f -{� 19 �- x "' 1 x y x x d ci \ ci " " I 11 y ' b 01_.� N x II N x 11 IC v ci p U x ii w Q ?1 N I I M w c� x lQ Q. c� ° M c� 1 18 x u.� AS I I CONN. TO -�^-----y II ---t w '� �� co J w A4 V I - - - L_(SEWER SYSTEM 1�� 4 '11� ----r 5 �\ ` 'S 19 '!,�10 C r' -- --- i ✓ 7 EDGER 24'-6" f r A5 r 1 r -1 r 'I r T/ROOF 24 9 r -i (1 - ---t- � I I � -4 .�,V L J • J J J �� lfJ� •� C ♦_/ O L I J O �� O ♦=/ �- \ O w O 14 \_/ C 16 I ❑ 11 I _ IIS V III N G�♦ A4 15 19 I T.O,BM I 26 II 28 I 17 9 13 DATE: 1 I � - I A5 A5 ti 15 es b b ^31 �- o �'v ,�� X11 x d 'k I x c� x 13 x \23 Ii 8 DRAWN BY: NM t .__��_. '� x III ci G II o A5 to 4 A5 I w cp 34 I I w `0 35 I w co 2U A5 t IO SLD/GSB �1 I I _ o a I I \ 7 C _--- - I 14 ----- CHECKED BY: I _ DF?W I I " - � I 20 TYP N AS A5 1 1 9 - --- - - �� REVISInN 3 I I _ C� A4 I- , A5 A4 I \� 16 _ T E ER 23 �_ FDrn)N T" _ C -- -}-- F I I I- - i i I _ CLOS,NG <3> -. --` ----- I i - - }- I f LJ I I +. f f I (� DATE: 2 _ L_ J L J I_ J _ L J L - J 31 c-+ J L J p c_� J � J L J I I 15 I EAM 23-E N s I G �� C 5 C C B I❑� _-��- , ��3 I �� I� C C C �� D C C I� �I C I -- - 0 to-95 \` i r322 I _2_ IVI O i i C 1v1 O iii Z it �5 1� 0 5 1 A A5 t- o ' t- O 11 0 of *-.`._ 1 _ C3 m I X31 4 a �' 1 t 31 �•�l4 ?. A4 vdi 20 t v v L �; * A6 O cv �c _ cv �}c o N :tt O x it 1 IX 11 x -� N N .- x --- r, 6 * U * U 1 c A4/ I I „`}[x II 4 % x II x II x It ,`* II w x II to rp i, I IE f;R I I w .o v ua v alt.u ro 0 n� � ` �U I 114 SHEAR o WALL 33 1 I 10 w w �g I,__f.;� 3 22 T BM. 22'-6" y _ 4 I I WALL r 1L I A4 0 '�, A4 ` i i A5 A6 A�T 14 A5 I A rn - 4 -- - -- - - - -- -- - -- - -- ` -��---- - - �-- -- -- - - - -- - - - - - - - - - - -- - --- - - - - ��I �8� �� l� ( A ) 20 uncl(fNnt SAIm hsstx�Arrs.Pl n A4 I G� LJ 1 8 [3 20 L-1 I �J LJ 25 !YJ I \_l 8 ,D 1, ,2 13 `J A4 I 7 1 ��-----�� I fHC t9 ALL RICHttR-1E 1W �rRTY y1 14 3 ` I 23 14' /39 __- -_ T LEDGER 23'-0 _ nNOT •o vaIDA 9 k Arz4 15 Afi AS 4PRI14 w%iNN r,RMI •.:ar+ 4"M '+ 3 4 eA3 A -----' 2 A3 A4 / ------- ------- -- EAM22'-9" - au IN AN waw tN r ►� x A3 A5 A6 TYP. 10 SHITE T o A5 In v 11L FLOOR/FOUNDATION/ROOF' FRAMING PLAN 0 Al I OF 5 'J- u JOB NO. a 295189 no 724AY 5-028 him Pd,r,ar; REVISED PERMIT SET 8/10/95 , Al'r'95-0289 cn Xi IF THIS NOTICE APPEARS CLEARRR'1•HAN THE OCT 5 1998 DOCUMENT,THF.DOCUMENT 15 OF MARGINAL QUALITY. N11CRO�FILMED ��!►ij1111�Illllllllljlllli Ilillli�lllll I Illlili�lllll III;IIijlllll i rlrl!�l�Tjll! I Ilil!;i�lllll 1'lllllll�l•!fll i IIIIIII�IIijl . iljlllll�llllil 111111111111 !Iljlli)Illilj _ Iuar LLmom 0 alwt 111iIIlllllllllllJm,,,,_7 111miillllltfll IIIIl1111 III1111N lillillll 111111111111111111!Illilllllllllll1111 IIIIIIIII►11Lllll+hll!lllll IIHl111!11111lIIII 1111l1111111114HIIINI1liLR i11L111H IH111HI lillt111f NIlt illt'vPh 11t�i fl1�Ni1 11111'tl IIII�INIb111111 Id 1 m L TM w-_�__ .-..-_•-__wr __-_ -_ ._- �..�w_ a.w_r.w+_•._.u_v._.-_-___.-_.._-r.. .w�_ _w _�- .-�__....-.-..-r-.�.n•.-....w,_+w_ w`�.rww-++oe.'.•w•.___� ' KEYNOTES 1. 9' x 10' OHD DOCK-HIGi TYPICAL O EAST ELEVATION 2. DOOR ARMOR TYPICAL. SEE DETAIL 2/A3 J 3- DOCK BUMPERS TYPICAL O EAST ELEVATION 4. RE1ZAL TYPICAL -- SEE WALL SECTIONS SHEET A3 W) N 5. ROOF LINE BEYOND Q 0) 6. GLITTER, 8 x 8, SEE DETAIL 24/A6 FOR EXPANSION JOINT - to I OD 7. DOWNSPOUT 6" x 6' SQUARE j �x c4 4A 0 8. PAINTED CONCRETE TYPICALLn O m 9. 12' x 14' OHD 10. 3' x 7' HM DOOR _ d :U01)0 I 11. ALUMINUM WINDOWS TYPICAL i. 12. STO FINISH OVER 1/2" DNS-GLASS GOLD BOARD TYPICAL a c • M Q f 13. ALUMINUM STOREFRONT TYPICAL - o% 14. FUTURE OPENING HOLD BACK EDGE OF REINFORCEMENT 6' C) • e 15. 9' x 10' OHD DRIVE-IN TYPICAL O WEST ELEVATION K OM Q 16 FLASHING TYPICAL< J C' LrA B CD EF G H 17. METAL STAIR AND LANDING - SEE DETAILS 2/A6 & 3/A6 � o p� � 18. (8) 06 EACH FACE EO SPACED u 1 I I 3 I 19. (2) 05 O 1 OF PANEL, EXTEND REINFORCEMENT 2 -0" PAST OPENING. G O N j I 20. (5) #5 EACH FACE EQ SPACED N • � o M I A3 I �I•• I 21 I 20 in 21. 7 #5 EACH FACE EQ SPACED 5 EACH FACE EA SPACED LFJ � IA I 32 � 6 in 1 � 16 ( ) Z t 3(� o 120 31 J I I 22 O rit 3i I 7� 27 20 `-'' �� P32 r2a -� N ' Tv 23. TS 8 x 6 x 3/16 MULLION TYPICAL-SEE 16/A5 oV1 c '" .1 IC32 1 31 21) / 14 24. GLASS PANEL ABOVE 1N FIM FRAME1 __ _ _ .. - -- , _ YL L o- c _ - oYL w o YL � - - - 25. YARDL[GHT MOUNTED AT �, PANEL k AT 2'--0" BELOW TOP OF ?ANEL. Q u pl� p 26. 4 EA FACE EO SPACED Q a a i YL SEE SEE PANEL 4 SEEP NE 4 SEE PANEL 4 SEE NEL 18 18 I O l 20 PANEL 4 SEE PANEI. 4 20 SEE PANEL 4 PANEL 4 32 , SFE PANEL 4 SEE PANEL 4 SEE PANE: 4 �- �al_ - - -- - ---- -•- O1 27. TOP OF ROOF BEYOND SEE 20J J J N 28 of used) - --- -I �.-- _ 33 1� 29. (not used) I ?i TFF 30. (not used) T - ,19 - - - -- , 31. #4 AT 12w O.C. VERT. AND HORIZ. OOF PANEL WTit G_ � 32. #5 O __ - _ - -..a...__�- -- _ � � "-'.•_ -- �=-�---_ --- 32--- 33 CHORD STEEL SFE 1/A5 - - - 14 14 12 w 31 - _ '33 x ;0 17�.� 32 24 14 C4 _ C 1 (J 3'-0" C 3 - t� C2) 23 _ A6 ' 1 18 co STL. SPACING PO g 10 i t 12 13 ❑ ° Z El o0 LAJ EAST ELEVATION _ PANEL THICKNESS = 6 1/2" U.N.O. 1/16'-1'-0' °�O GENERAL NOTES in z V. D - f c = 4000 PSI FOR ALL CONIC PANELS m Q rg PA1L�C_�QLQRS� _SEUCTCD v ►M� kl ------ - �--' COLOR /1: BUILDING RASE AND RFVEAI S. LO M COLOR J2: STO R Q P N om L K H C F E D C B A COLOR p: ALL FINISHEXTERIOR GYP.P.BOARD SOF T IT& MANDOURS, FLASHING, GUTTERS, DOOF ARMOR', HANDRAILS, D STAIRS. `- I � EXCEPTIONS: DOiANSPOUI'S PAINT TO MAiI'x1 5URFA(T MOUn;.-D ON, U C� i I I I I I 9 I I I I I I 1 I fMNNSPOUT GWRoS TO Of BUILDING BASE CULO�t. i A3 31 22 1 I I n-- ZS 32 4 i I I I I oI o -- l_-...__. o - - -- -•-._�_.. byL _ _ . r f SEE ANEI 25 SEE PANEL 25 SEE PANEL 25 SEE PANEI 25 SEE ANEL 25 SEE ANE!- 25 a SEE PANEL 25 SEE ipANEL 25 PANEL 25 -.� -. -- ------ 7 2 31 4 12) 11 32 25 2a 26 27 1 Z 28 29 O 2 7] F2,31 , Q i' WEST ELEVATION =' PANEL THICKNESS - 6 1/2" U.N.O. 1/1d 1 -0 _j 3 16 � 25 20 31 32 Y0 � SEEP EL 25 SEE P�1CL 25 3Y 4 SEE P EL 13 �'`� •r!\ nm -- �' DATE: 5 15 95 DRAWN BY: 11 (17 �15 -24 U2� 32 20 20�-� A4 31 32A4 33 A4cSe��L.D /30 ❑ 0 ❑ 23 9 ❑ CHECKED BY: DRw SOUTH ELEVATION EDI PANEL THICKNESS = 6 1/2" U.N.O. 1/16"=1'-•0" CLOSING x CLOSING +� oA,E: t]-t0-85 is q 1 A3 12 A3 +- - -- - � 1 I I I I I I I I I I I I I 5 25 I I I I I I I I I I N�f.,KFNlIC.,'Sa10 k ASSChaAIES.R.0 I I I ; MA SEE P NEL 4 SEE P NEL 4 - SEE PA L 25 SEE PA L. 25 ,9�s. ALL Fr i rMERvin . -' 111E` A,YIINC,� ARE M P PTY ---_ 4x)/�('K.NSNfyC�NkN� SEpP tJIY T�11'RV -- rVm•A41 ErN m Si N Of MJSATfE. I -- -=n - - 46 SHEET 1 - - �f ., �� COMC FRAME PANEL THICKNESS s 1�-6" a A BUILDING SECTION A2 20 _ 20 A2 V A4 A4 14 �1; 17 13 �1i 19 (11) 14 1'5 �� ❑ ❑ OF 6 $ NORTH ELEVATION JOB NO. / w PANEL THIt.KNESS - 6 1/2' U.N.O. 1 16 ai' O" 295189 REVISED PERMIT SET' x/10/95 7244 SW Durham Rd 0186 _ _ - .. ..-•- -.--.- - -. ..-'-_'_' '.__'-_.. -` " _..`. ��-. RUP 95 0284 IF THIS NOFICR APPEARS C'LFARF,R THAN THF OCT S1998 DOCUMENT,THE D(X'I)MF.NT IS OF MARCINALQUALITY. MICROFII_,MEM 111111111jo1 I1I1I11111III I1III1I1I1III I°tllili11111 l lilil1iJI1111 1 Cltl?i�(T�llt llllill�l�� l lililil�liil� 1111111411111 Ellil(Illililil't iltll�lltitit tilltli�llili� Ft9QM MAQt IN dlF>q _ Inin11 nnllin rllhit+hminll Ilnitnt mllnu iitllln mlhul I+nhm mlicul lullnllhmltlll Ilnhrn 1ahn1 ilclitnl I�+�M,II �nI�II�InthiuUHlhrnh�Ili111 NrinH nitlllu 1i�dnn gtdtni niit Ia!1tI1►n�hllt 111duII nnhttl nnhl�tttl 4 a_n_.��i._..:�..r�"�a(r-:�.i u1�^'rM;' .ua�dYlW.u.•....i ..ullies�-.LS-�ii.. .. 1_�. .MeBM1YYle'J J. :. y3N - . •.:. '.:.. . .,E',.'..:.s.:.'c:l'W{ - L4-,e1sN - _- YiilbidWi6iiuJdld6iYue.Jai:u,b1Y:L' WI .. ... ...... ....._... :. ......n. �... ___. ....r --. ... .,-_..-....._...w.....�...�.. ......- ............,.l.aa.:....- - .tv�a.._..........�.r.- - --__ :.,. n.,�>r:.y.,.....c.esu:�•�,.:w:,.,.a..,s�•..ti�:.s.:��:'��a,:�Ss...�.v.s........,...... -:1..,.a��.uiw.,tir.,w,n:.==- .....:. ._,... _.. ._..... M f IIN _... _...... ._..._.. _ .__..._ .. ._ ..._.._ ._.. _. -..._... _.. .._ ...,....__ .. ..._..-.........._._.-.._._...,... ..-_..... ..-• ___...- ....,...... .....__,_._ _.., ...._.. .... _ ... - .. ,... ... ..��,"'Ir,Y`M"""'"""IAIMRA`. VI!`"�pYe^w+Mr+llA�rEf"!%�} KEYNOTES cz 1. FLASHING f 2. BU ROOF ON PLYWOOD, SEE PLAN 3. 8x8 G.I. GUTTER WITH 6'x6' DOWNSPOUT 4. BIRD SCREEN LLJ m 5. R-19 BAIT INSULATION W/ WHITE VINYL VAPOR BARPIER• TYP. 00 cam! 6. TOOL INSIDE PANEL EDGE TYPICAL Q %. REVEAL TYPICALa co 1 A 8. 6' 20 GA. METAL STUD AT 2'-0" O.C. 0 Q X N 9. L 5 x 3x }4 x 4" O 4'-0' O.C. WITH 3/4" 0 EXPANSION ANCHORS TO CONC Q pap PANEL AND (3) #10 TEK SCREWS TO STUD O O Ln 1 10, DOOR ARMOR - 1/8" BENT C WITH #3 x V-0" AT 1'-•G' O.C. 4 SLOPE 5 2 /2 TTe '~ 12. EDGE11. IUFOALUMINUM CONCR[TE PANELOBEOND SYSTEM WITH 1" INSULATED GLASS +,,�� 03 C • Md A 1 13. SHEET ME TAIL COUNTER FLASHING • 14. 6' OF FREE--DRAINING GRANULAR MATERIAL, (SEE GEOTECHNICAL REPOR I) 0 • � 1 • LATE 13 22 15. CONCRETE FOOTING, SEE PLAN FOR SIZE AND REINFORCING c p O )(y _) �1V! W 1 ` 16. 3/4" CHAMFER Q N Ln L` T T /• • > 17 2 E A 17. FIBER CANT STRIP (A r o (A - T,&"TE -- 2 C1 18. GL. BM, SEE PLAN FOR SIZE ` C ! a � � .• �,n - � ,� ' W O O N 4 19. 14 GA. TOP TRACK do BOTTOM TRACK W/ (3) N10 TEK SCREWS, T EAAi _ _ ATE TRACK TO STUD, COPE & BEND STUD AS REQ F4 m M _� _- . 20. 14 GA. TRACK o 3 U U 777 \ - 5 I J 8 21, 6" 20 GA. STUDS O 2'-0' O.C. O RECESSED ENTkY W/ EXT. 5/8" GYP. SOFFIT W � v • �) 22 C� _ • f I :.2. SUBPURLIN, SEE PLAN FOR SIZE o C 23. RECESSED ENTRY, SEE PLAN FOR LOCATION U = G C. ( meq- C 5 3 24 ON EXTERIOR.GA. STUDS O 16" O.C. W/STO FINISH OVER DENS-GLASS GOLD BOARD Q `W o t Qoa n. -_J._ 25. 8" 20 GA. STUDS EA. SIDE k O 4'--0' O.C. CONN. TO (3OLTED VERT. STUD) I - W/ (2) #10 TEK Su--p-,S O EACH END, (3) PER 9'-4" ENTRY SOFFIT. ------•-- 35 %_7 35 I 26. EXTEND DOOR ARMOR TO ALIGN W/ BOTTOM EDGE OF SILL ANGLE, • / I TYPICAL AT ALL DOCK-HIGH DOORS C7, ` I 27. OVERHEAD DOOR, SEE PLAN FOR SIZE AND LOCATION w -�- I 28. PURUN, SEE PLAN FOR SIZE 7 _ 29. CONCRETE_ SLAB, SEE PLAN FOR THICKNESS AND REINFORCING 30.18 •--•- I 31. LT3 x FINISH3x 34 'xRFULLNS-GLASS GOLD WIDTH W/ #5 BARS O 1'-0OARD E DETAIL 9�3' w 0 I , 32. #4 O 12" OC 9" U Q7 - Z 33. #4 O 2'-0" OC SEE DETAIL 15fA4 0 O 3 a 34. N4 O 4'--0" OC SEE DETAIL 15/A4 0 00! / I 35. CONCRETE PANEL, SEE ELEV FOR SIZE AND REINFORCING r, o 36. GRANULAR FILL. p I I 35 37. OVER EXCAVATION & COMPACTED ENC. FILL BELOW W _ 1 5 FTGS., SEE SPECIFICATIONS, TYPICAL. t"L� 0 DEMENSION - ma d � � •_� _ _ POINT- '� m 00 Iol I 35 Q I 1 � o� 1 ! 3/4 I I 1 h' • a-- y + vI oli /� 6 1/1 CLR. C \ 12 10 l6 Q NI ---- ---- -- -_-- . J . � 25 • • 21 v \ I 16 ' 19 � ~ I I Q �."i l DOUR ARMOR I I I i I, I 23 0 o i o I --- 10 ' j � III N � • Rill a 10 ---- NOTE: TOOLED JOINT 1/2" DEEP ACR24 I �` " FILLLOW/ SEALANT (FUTURE SS FULL WIDTH OF NEL DATE5 15 1 11 : 0 i I II 29 FLASHING AT STOREFRONT) DRAWN BY: I! 34 29 I I 29 33 GSB/SLD 21 I 29 I u j 33 `v Ad I \ o I �6 CHECKED BY: SLOPE �+ W FIN. FLR• FIN. FLR. _ _ -- FIN. FLR. I ' FIN. FLR. --._- - - -- -- - - - - - -- --- -- - - - - - REVISION M!- �` - - - -- -SLOPE LAST 6" OF SLAB AT r01n� -- - ter'--�^""L_'j -= - -- -- - tl�1 a o n o' OPENINGS, TYP. s C SING t / e , u n.,n 2 i�U�. �I) p r.AUuu lr n! Ue bl I rll. 'n�. 1 q.�1 a n� Ut,.Uv Ip n 4 i. 5,.r.b..,4„� pL,�4, 4q y f��(' �g 4 �(' • fig'' fq n�.�, ._ Ln •� - I , 6 ..L,l... ..i .;�b,' ,ti.. 5.�' •.,o b.• ..4 .:lilr f,rlil�l.11{fi,SSndd11 ��^�UI>Qn. 11�')nUd db �0 �1. •Vi ,�✓JIIKVU� nbb ,;jW n �9Y O��bO b. � �;1 31 I 1 a 8 d1� In 11'80 ; 111 77��Init 'Sad x 'OL nG4uI�F u 1 M.,w, •s �' °.°d A�,lU 1n'ad XUo v!U'ludlOdAUdla�lUniid !4iPncu Ali Fn3nriP18 0 110 u < °Sr eQYe x. K tiR1fX iu g p �✓ ,� ..y ,,,,po,r Ly� R� t�^ t,c� .�:S(.Y:B„�;, ATE: 1 pp �rUY}1QQ1� �i1'p'5�� p'lovdopl:ipY '!'Sof u6 nPbUt YrT.��'4��iY�R,'9R1'$.��4Ry�YR► r�`nVx,i�o.�Bk,RR�F rdlp� ,,,,i, I � ,•p �M, n'b^"4+r,'M -b,b/,1Y 4.,b�b'b -- P pJ�p , .. I • _"._ y t .. .. SII -.- -�}7r111:!: _ __ L 14 r. •I • --_ '1<l{ PP 8-10-ti5 104 Sn c. 4 14 yyqq 14 I yU�11 L I �• + �' J I 36 36 v l 36 - 32 36 IJ_I ( i; / III•---1 ! I FIN. CRAM V -I ..�.�+._-•+�I pd 5 .. - _ I I I-- _ ?q'•q^bu4v II M CXF ALL IHNIS RL9EAVtt)TFti 15 1 1--I I i- + I I 1 rJ «_I 1- ''8 1 Rbti6 I ' I__ (_� wl I �- mm d10b �'c,.; 995. A A h1E PR Rtr I. ._,� � • � �I I....r�_ __T `'� d � /'FOOTING - - - - --_- _ �+°SnxSn;v�•1 car u°"�AI�- � � 5 - T w - - - I --- -- - n�,�RftYXA`Lt` - - T _ r/FOOrtNc _ y r/Foornlc - _� , _ �- - - - -- ► ,_ -- , 1 II I_ -I I i � ' MSA Df J ��.r"C1RD N DERMIS51 (K' FIN.: _11 1-=-1 o c� U o �� T 15 _ v I I I-.I I • �I �) I�-^-I 1 � I � • . • 1-�I I i .1 I Im..� • • • • SHFF T y I I wI 1==1 _ IM i1 - I I!" - x � - �• y;. I I !. 3" CLR. < 37► > 3. CLR4 &37 . j l7 w 15 WALL SECTION _ a WALL SECTION of WALL SECTION _ 2 WALL_ SECTION 3 _ - _ -- AT STOREFRONT (SIM O DRIVE-JN DOORS) 3/4'=I'-O' AT DRIVE-IN DOOR 3/4'-1'--0" 3/4'=1'-0' AT DOCK-HfGH DOUR 3/4"-1' 0" ,TOB N0. , Rd,0186 REVISED PERMIT SET8/10/95 295189 7244 SW Durham R I 0� BUP 95-0289 B of 9 IF Till: NOTICE;AI•PF.ARS CLEARER THAN THE. OCT 5 IM DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ma MAO[M 01O% Initttl nnllin+ullllnlrlulTlnn unitll+nnhnt+tnitm trnhnt nninn t!n�tn�lun 1ul{un rttdal111!IInl1 nnlnn Itnlnn tndll1111 1n11►Ir1n n1111n lnittr nttlFttt 1t1i�t t ttnitnt t�1++,lnthut Inlhln tlHhnl anlrtN ,orlaie�c - r !— ------112'0 1/8' RADIUS TOOLED EDGE. A x 1'-0' LONG SMOOTH U 1'- -- - DOWEL • 0 OC GREASE �k- Q_ r ONE END. AT POUR STRIP If _ 'r (1) #5 AT 4' 0. USE /4 x 3'-0", DO NOT m 3" CSR �- GREASE (SIM COND) - N 6" x 3' W l �. �ONCRETE SLA13 ' ' pn 00 `l SEE PLAN FOR THICKNESS do 0$ N • --- REINFORCEMENT _--A 1 _-- 6 6' '� cD N (2) Iii AT 4" O.C. C 'in o N L____._COARSE GRANULAR BAS m a m 00 o JOINT INSTRUCTIONS: '0 O. 1. DOWELS ARE TO BE SAWN (OR IF SHEARED, - -- L 2' x 2' x �(�' x 5' GRIND ENDS TO REMOVE DEFORMITIES). CONNECA �®' �S C • M a A _ CONSTRUCTION JOINT_ . ot , ---SAW cur }b` x 2' B'; 74 r- I N C o cn rn I THICKNESS, MAX 25' SPACING. _ ----CONCRETE SLAB. SEE PLAN N O•-• FOR SIZE AND SPACING M OF REINFORCEMEN i. --- (2) #L x 9` Z 0 0 ---COARSE In GRANULAR BASE0 C CONNECTION 'C' 12IMENSIONS Q ` om t o t A�9"WIIV 1 � yf1VL. g� oa- 4.. C019Q1 - B-)§ PANEL THICKNESS + �' CONSTRI'�CTION CONTROL JOINTS _ 2 WELD CONNECTIONS _ 3 NOT USED _ a NUT USED _ _ s NOT USED — 3/4"=1'-0` /4a NOTE: REBAR MUST BE ASTM A706 �.r•S. A4 A4 A4 tx Li CHAMFER 1 rP. x 2` x 4' u 3/4"' MAX.-•1 --- - SEALANT V z 1/2" MIN. '� C3`) EMBED 'B', SEE DETAIL 2/A4 `r a I PACKER ROD Q - TOOLED JOINT >! INDIDE FACE.. -CONCRETE PANEL ,�� CONCRETE PANEL V r' LJ --TOOLED JOINT O INSIDE EDGE, TYPICAL. Ni►' I r i • +y • ' • • w L"5 INSIDE FACE I �' a I I _ _____v_____ _ L- 0 v --�► U I I r --- -- - ---- -__ - U I I r------ - -------- - _ REVEALS • • • I I �------------------- I I - � �_ , 'tea I � • • — \a `7� 1 mom — � . -------- -- I I f w- - • • r II II -- d -- -j-- -�- - -- �- - -- -- i —BACKER ROD t r oj ` - I I - 1 1 ' --EMBED '13% SEE DETAIL 2/A4 m U / �._- , 1 1 2"� H �V OUTSIDE FACE a I I if(' CHAMFER TYP. 4 I I k C F_ -�- �Z _ I I >_ I CLR. BACKER ROD - v 1 112" CLR. . I I I - f7— OUTSIDE FACE OF CONCRETE TYP. SEALANT 1� I I - -SEALANT I t PANEL 3/4" MAX. a I I I ; L 2 x 2 x :� x 5' LONG /�,. - - 1/?" CHAMFER TYP. F I ---EMBED '9', SEE DETAIL 2/A4 `� a 112" MIN. I I / I I �- --- NUMBER OF REINFORCING 1 I O I t„ EMBED 'A', ';FE DETAIL 2/A�: Q LIARS VARIES, EQUAL SPACINGS >t i NOTE: PROVIDE CONNECTION EQUALLY f �� SPACED, AT 4'--0* O.C. MAXIMUM 7 cs ►�. SPECIFIED EACH FACE ?� 1 1 �� 1'-0' ABOVE FINISH FLOOR o Y--- _ z NOTE: PROVIDE CONNECTION EQUAiLY NOTE: -SEE PANEL ELEVATIONS FOR R,7INFORCVMEN1 AND THICKNESS I i NOTE. AT PANELS WITH DRAG STRUT SEE SP.AuED, AT 4'-0' U.C. MAX:MuAi 3/4" MAX. C 11/A5 FOR PANEL LAP, DRAG V-0' ABOVE FINISH F10JR TO 1/2" MIN. . 1 STRUT PANEL CONTINUOUS. 1'-0" BELOW LEDGER OR (TOP PLATE) Y DA4 NOT USED �` TYPICAL PANEL LEG REINFORCING s -END_TO END _____.._._._.._.. _�. rq_' PANEL TO PANEL CONN._ rlo' PANNNNNNNNEL_/ PANEL CONN. NOTE: SEE PANEL ELEVATIONS IONS FUk' REIN�C!RCEMLNT 1 1/2'=1'-0 q PANEL J01!v l 3' = 1' -O" INSIDE CORNER 3"=1'-0" OUTSIG•E CORNER 90 DEGREES ---- ---—-- - ~— F—A4 A4 SEE EMBED DETAILS' NOTE: -SF PANEL ELEVATIONS FOF1 REINFORCEMENT AND THICKNESS � NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS J -SEE EMBED DETAILS -SEE EMBED DETAILS COL., SEE PLAN Q BASE E' ONCRETE WALL PANEL —SHIM SPACE W/GROUT '-0` x ;''-0" x 04 DOWELS J AT 4'-0' OC TYP UNLESS NOTED BELOW: BLOCKOUT-GROAT FULL WITH CONCRETE j( BLDG / PROVIDE DOWELS O 2'-0" OC O �-- CONCRETE FLOOR SLAB I 186 - SOUTH ELEVATION_ �_— _ SEE PLAN FOR THICKNESS _-1 j7 NORTH & WEST ELEVATIONS �-- AND REINFORCING -188 NORTH ELEVATION EAST_ELEVATION z --"'�"r '• _ Z. F.B. LENGTH do 1901 WEST ELEVATION_— --� COARSE GRANULAR BASO jy DTH A i kE0'D. ^- - - OVER EXCAVATION & 1" A SIDEWALK .--CONCRETE SLAB F--. vBACKFILL W/ LNG. FILL, 6" Ml N. A7 FG I V) I') SEE SPECIFICATIONS, /---#4 A R2'-0ORCCMENT T/SLAB { AT Z'-0 C.C. E.W., CONT. TYPICAL. THRLI F►i.LFR STRIP (T'I'P. AT Q -Q ALL 17LL.ER STRIPS) 1 112", _0 MBE[ 'B', PROVIDE CONN. l'-0' \ _ I a FROM EA. END OF EA. PANEL -- - •-- COLUMN, SEE PLAN � -FULL GROUT BED TYPICAL o - \ ��' �_---L1AS. C )(' x 13 x 13 5' ----{MBED 'C', SEE DETAIL 2/A4 WITH (4) X'd ITW TRL'BOLT 7 TG -FOR FOOTING SIZE - SEE ` ' EXPANSION ANCHORS WITH FOOTING SCHEDULE AND MIN. 6" EMBED I �� FOUNDATION PIANS �r-■-�7 CENTERLINE OF FTG. AT �4,6CL- p • a CENTERLINE OF PANEL EXCEFT I I AS NOTED ON PLAN x 2'-0' COLUMN "`} '' ENC. FILL, TYP. SEE SPECS. ® 12 NOT USED _ NOT USED BLOCKOUT DATE: 11 NOT USE 1a COLUMN TO FOOTING PANEL TO SLAB TO FOOTING 5-t5-95 A4 Aa -- -- Aa -.. Aa - - 1/2"=1'-0" A4 r 3/4.21,_0. DRAWN BY: I ------- - 4 x 4 P.T. 14AILER W/ ){'d A.B. CSB/SLD O 6'-0" 0.":. (REQ'D ONLY O _ UNSUPPORT,=D PLYWOOD EDGES) C--•4x NAILER x 2' 6`10 W/(4) °• •° DRyyKEU 6Y: 4 x 6 P.T. NAILER W A.B. -__ - O 4'-O" O.C. -- SEE DETAIL 0 �ALR- REVISION 2/A5 FOR ANCHOR BOLT T/Z. -6, -- ' J4 x 6 x 18 EACH SIDE1/2' EDITION • a CLOSING --LU-LAA! BEAM WHERE OCCURS GLU-LAM BEA - - --- --(8) �8 W/(4) �(`d M.B. TYP. DATE: X14 TIES ® 8" OC �, o • I a-t0-85 f 1 --At_TERNATE CROSS TIES, TYP. ---- -- �E LAP SPLICE v i —ALTERNATE CROSS TIES, TYPICAL - PLACE CONN 1'-0" FROM EA 5'-p" 17 18 , A4 A4 3 s s' i 172 END OF PANEL A CONC. FRAME ♦ ♦ � OF REINF. -- � r/4 TIES O 4" O.C. „ JT I O n O W 5.-0• -FTG CONN BELOW SEE 20/A4 ' CONC PANEL SEE EL.EV - 11 `I� a -- - -- -----PURLINS, SEE PLAN +++�� /�— �. I U _ I f• �_— 1 - ^� U 1 i — 3 3' SLOTTED HOLES, TYPICAL 3fa x 4 x 9 1 n' n ( 10'-0' \ - _---_ - r ��' WITH (2) #6 x 3'-0" A706 T5. '1' 5'-0" I, , _ _ _ " j�" F.B. LENG H r _.__�r r►- -- ,r, v114 TIES O 8 O.C. \ -GLU-LAM BEAM, SEE PLAN BARS EQ. SPACED MACKWIC/SAITO k ASS.?OATESY r I AP SPLICE LAP SPLICE 1 1/2" CLR. j - FOR SIZE do WIDTH AS REQ'D. - `� 1995. AU RIGHT;RFSERM 19 ° TYPICAL j( x 6 x 6 W/�("d M.B. IN SLOTTED HOLE, O J DRY PACK AFTER WELDING INSP. ,HESE A Nus ARC INE FRl>rIRi S ACK[N ASAI, T A5. AIT A4 yy FULL GROUT BED TIP. x)AND"AhE Nop rG aE`XrT I " "JE)p ANY NA�N�NER tX Fv, i'RItW NNITIEN r[R1A1951(W Of M A OF FRAME in SHEET 24' v �_-._�-. o I �- o >* }� x 8 x 8 W/(2) �("d x 4" o o � - � 33! f� }� x 9 x 9 24' • • OF REINF. H.W.S. PROVIDE /4 f'JWELS INTO SLAB \ WITH (1) � x 4 x 9 '� '�'k 10) �8 REBAR---f I 3 1 2' WITH (2) I/6 x 3'-0` A706 V-0" O.C. EACH WAY -- o I I / -= TYP _n ! __, BARS N EQ. SPACED FIN. FL. . T A P Y'AK)OU TO NAILf_RS I - A 4 NOTE: NAIL L \ OF REINF. OF REINF. 1n -� _ AND ING SEE PLAN FOR S17E 20 b 20 - FOR REINF. SEE DETAILS ,� W/ DOUBLE ROW OF 10d SHORTS 16/A4 & 17/A4 �4 A4 EA. END ? I �, O 3" O.C. --- - STD HOOK OF 6 CONCRETE FRAME i CONICRETl� FRAME REAM LU-LA tONC. FRAME CONN. CONCRETE FRAME LEG 20 SHEAR CONNECTION AT FOOTING _ ,LOB NO. A --_ i/8"-1'-0" 1"=1'=0" A 3/4'=1'-[)" 1'=1'-0' A 1/?•`1 _0• 295189 REVISED PERMIT SET 8/10/95 7244 SW Durham Pd M1R5 'R SUP 95-0289 .7 of 9 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MirROe1LMEl) A-' I IX I�f«I�I►I� l�I�!I!�III�I ! illl!{!�!IIII Ilililljlllli ! �I!i!11m111 I lltill!�!1!�Il; ililliljllli! I !1!II�!�!�I;► I,!�t�!�!1!lll � ►111!�II!I!I !I!I!I��i�l�i Ittltttt nnhtit tuthu�tthut.tu�ltrt►mrl�imluu hfnnn,.1,:!t:,F,F,mnrm111hnIhnl�nn nnhlu unirurtuubm 1u111�n nnlnu nnlnrnrllrllrr1t1n11n11 nrhrl�i r�i�rNttt mrllu n�htt drlt mht nrlrrn u,rna mrlrtu na111tr n • • ... ,. !p.• .. •. -.. ". .. _aka... .. ... . .. :..�. . . n•c5: ...,r1• 1• RET. T � Boy. rYP 1/4 � -----DOUBLE ROW OF 10d NAILS it O 3 O.C., PLACE ONE ROW 19 . A.B. ON EASIDE OF ABLJ in 00 - 8= ROOF ON PLYWOOD O cV b p Op I Q to 1 N • 4 x 70P Q P.T. W/ �("0 ,: a PLIES EXTEND O TOP EXTEND B.U. ROOF SHINC co a xo C4 '�► - - -- - 1 1 4' -------A.B. O 2 U.C. !/ CA -DOUBLE ROW OF 10d OVER TOP ° IF LESS THAN 12 - 1 n v1 - NAILS O 3. OC PLACE SHEATHING- - I -- ABOVE ROOF. �- SIMPSON HCCTA 7-6 7YP. (A L rry r SHEATHp�G ONE ROW ON EA SIDE - GUTTER 8 x 8 �U� o � � � OF ANCHOR BOLT' ) SEE ELEV FOR LOCATION k m FIBER CANT Q 0 0 FLASHING CLIPS O 8" U.C. 1 / z -- SIMPSON MTT28B AT 4'-0` '� `d C M a -ALT. CONTINUOUS CLEAT ( -BIRD :SCREEN AT AU —r-� O.C. WITH �{"• ITW TRU-001I � _ + O t+- - N. " DOWNSPOUTS. - - -- - WITH SPECIAL INSPECTION 0 U • O • ELE VA TION '--"--� X 6 X 1' 6• - I R-19 INSULATION I WITH (1) ROW OF (10) 16d � ppm 4xP.f. TOP K W/ )("• A.B. NAILS INTO SUBPl1RLIN Q C,N O F. AT 2'-0" O.C. COUNTERSUNK r- SIMPSON F26N EACH END `- (n C 0 0�1 --FOR PANEL REINF. SEE ELEV. WITH MINIMUM 5" EMBEDMENT OF SUBPURLIN / _- - GL. SM. - SEE ROOF 0 c 1/4 4' l ,,----CONCRETE PANEL �� --_ FRAMING PLAN FOR SIZE U, 0 o 04 -_- - -- BLDG / OF BAR:i --- 1 —SUBPURLIN, SEE kOOF FRAMING DAP TOP OF BEAM AS N • m 0� _ I • 188. 189 ( ) • PURLIN -• SEE FRAMING PLAN `�• \�-�` PLAN NECESSARY TO ACCOMODATE m 190 FOP SIZE AND HANGER HINGE CONNECTOR W ? O 190 (4) ! -6' x 6- D.S. --P.T. 4x6 LEDGER (SEE 8/A5) ][ ON t� l ' - -CONCRETF PANEL - U = o 0 PLAN - - • I (4) /15 x 4'-�' A706 REBAk � �c°io of 2 PURLIN CONN. AT TOP PLATE 3 SUBPURLIN CONN. AT TOP PLATE a SUBPURLIN TO PARAPET _ _ Qoa CHORD TIE 0. 111e.": - _- 11/2.= A , 1/2-=,`- 5 HINGE CONNECTION _ 3/4'=1'-0'_ FLASHING TYPICAL --- �-ALU-LAM BEAM IMF '?> I 1 RETURN Z -- PURLIN , 1/4 O TOP w ROOF ON PLYWOOD V.B. AT PURLINS CLOSEST \\ � SHEATHING, �� CONCRETE PANEL TO COLUMN Ix C, Z GLU-LAM BEAM ,f • _ Q }� x12x12 '' Q 1/4 W/ (4) %'•x4` 2 • +- G.L. BEAM 0 T ❑ 0 GL. BM SLOPE SEAT AS ----- COLUMN -- - REQUIRED OR SHIM TO HWS AT 9' GAGE--,,,, cLxX � ASSURE FULL, FIRTH BEARING - FINISH FLOOR ►- - 0 LL1 � �/ 1 1 2 '� AT BEAM SEAT --� -:r Q �-- FoonNca 0 PLAN VIEW — 0 0 (4) �(• DIAMETER M.B. - - d I - 9/4 - 4" s" - Z - - --�-- �- CONCRETE PANEL � � Q (1 e VERT. SLOTTED HOLES 2 p -- f C _ EL._EVATION '— _fir—o"_M_A_x. __ � ,_____ � _-- --- � 1 Q yx,ox5" EA. SIDE- I "1 `-- _- ( 1" RETURN 1/4 I Q N.T.S. TOP PUT �� O TOP 1/4 llV// ��\ E 36 x V-6" x 8}¢ ---ti.U. ROOFING OVER PLYWOOD. - -1 1 �2• SLOTTED HOLE A3 7 ROD SEE DETAIL. ,:�� H � � m •..- it A5, ALIGN W/ KNIFE C'S --SIMPSON STRAP ACROSS GL 8M. EYP. A CLOSE AS POSSIBLE -COL, SEE PLAN --SIMPSON HUC46TF HANGER W/O SKEWING RODS. �+�5 x 3 x 6 W/ (1) ,#5 /- NOTED ON NAILING AND STRAPPING ,! x 2-6 A706 REdAR C __� -_-- ----------- --i t"- `- S 16 I I PLAN -4 X 6 P.T WOOD LEDGER - - _�- - - --PURLIN - SEE FRAMING PLAN _ ly • N U cI r FOR SIZE AND HANGER \ 9 EMBED PLATE _ ` •� 1r �--- •--2x6 SUB--Pl1RL1N5. RELOCATE STRAP .__ _- .- -- EMBED R )(x8x1' 9- W/ �`` „P' -_� J 1, *'• N.W.S. BOLT 12'-0` MAX (REG D. BY DTL. 4/A5) TO BOTTOM OF -��- T �, 2"•moi 0" o+ • MDL• K 1- W1 'EPTH CL TYPICAL COLUMN CAP �`!- i-LUGER AS REG'D. TO MAIN FAIN MIN. .7 ( IE :)L�-. TO CL Elm.) 1 / 1 '\ TO FIRST BOLT, THEN " (3) �("• x 4" �-.� BEAM -1' W/ �2) �"• M.B.' 3/4 m1 -0 _-SIMPSON VS BRAC- 4'-0" O.C. THEREAFTER OF 6 FROM BOLT r0 EDGE OF HWS AT 9" GAGE • I - AT PURLIN LINE A EACH CONIC. EA. PANEL �- SIDE OF COLUMN. SIZE SECTION AS REQUIRED FOR GL HM N.T.S. - -- -�L. SM. --- 1 3" 5,. ACE AT COLUMN LEDGER TO TOP PLATE _STu°_`°CAr�oN ,� --_ ; -- BEAM, SEE PLAN 7 V•B• 8 � 0" A5 1/4"x1'_0 - _ __... .--_- �--#3 HAIRPIN (1) EA STUD (� CF- PANEL Q ..-- --- '' �x6�x10 -`--- FOR SIDE E. SEE --•--- /-14/A5 _ CHORD TIE Lij _-:z ____ 3" 9 X 3 F: )(x15xl'-9' W/ (6) )(• - �('• ITW --- - T/aM H.W.S., SEE DET. 9/A5 FOR INFO. _- - I' o MAX H' TRUBOLTS SEE 1/A5 -- StCTLQM �— 1 /'1 1/4 -_ _ -• • -- �' 1x9x8• -NELSON STUDS BELOW GL. BM. CONIC. PANEL CONN. .._, -- we 8 1" RETURN �� C (2) HD8A W/A7 "• TOP A307 ROD I � ,k e ►' �O - --• • i I i -�-�- L 8 x 4 x 1 x 8" LONG BLOCKING AS REQUIRED W/ (4) ROWS OF )6-0 � I � i ��.•� 1 1/2 PIAN /� EACH PANEL 5 BLOCKING AS REQUIRED BEADS OF 3M.,230 GLUE W/(4) ROWS OF %"• X • BEAU OF 3M5230 GLUE I • Q I --- �1'+ I 1 - �.Y�` D • , �_ _ _ l) � I --�-----� }� x 5 x 9 EACH 1 'r I d I � ' PANEL W/ (2) 3/4"0 x 6- F- T- _-_ -� - `—� „-- I P�.A j:� i ! I HEADED NELSON STUDS 1 ii Iii ~: s�^r :"`r' \ 2) HD20A `I - V4xi4 NO. 7 e O 5 O.C. k (2) /5 x 2 -6" I j I I h-_i __- - M.T.S. A30? ROD W/1 •- I _ J-I _ i)Fl LEDGER j I • 11 ~^ a / C'-- -U 4" I 3 MIN.EtNF., BEND DOWN -- - I 3 I `-CONCRETE WALL PANEL )(xl5x1 -9 W/ (6) )J"O H.W.S. 4 OF 1.3 DRAG STRUT, I SCE 9/A5 FOR KNIFE PLATE do - - -- --' it - - AS SEE PLAN I __ - - ®E7WCEN RO --SIDE� •� M Bx DEPTH-1• NOT USED _ REBAR INFO. O O O U -" . r15 - 1 1 2 LEGER, SEE PLAN - - ALIGN KNIFE _ 1 -___-- A5 ' NOTE: L _ -�� I -BASE � � x 6� x 10" 2'-6" _ ,�� PLATES W/ A307 RODS 0 4" '+N o I - N.T.S. r' FOR EMBED E, SEE 9/A5 <> _I 19 ` - --ROOF HATCH AG S11iUT AT PANEL CORNER - -- - ----FORS MEED, SEE � - A5 � _ ^ ,8 � DR / PARAPET PLAN VIEW 1 1/2`=1'-0" FOR SIDE k BASE -' -�---T- �2 NOT USED SEE DETAIL 14/A5 �f V BEAM CONN. CONCRETE WALL �,T� _- - -- --- - DATE: A5 DRAG STRUT AT PANEL CORNER A TOP PLATT CONDITION 1 1/.2"-1' 0" I _ 5- 15-95 /-------PANEL, SEE ELEV PARAPET CONDITION 1 1/2"n 1'-0" I � DRAWN BY: ; GSB/SLD 3/4"0 RUNG- 3" --EMBED J� x x 10" T _ ,k CHECKED BY: WITH (2� 1/2`0 x 4" WELD _ __.1. . ... . .., ,.. -._. STUDS. WELD T.S. IN PLACE BENT x--- � _ —,— DRW ,"'„ WITH 1/2"0 x23' 8` - T{�P OF pPENING 'i .�. BLOCKING ROOF FRAMING f REVISION DOOR A7 5tM►V 1? a LAG BOLTS TO I EDITION - __ - _- - 0 _ CLOSING I I x INSIDE DIM. OF ..5., rY - � SOLID BLOCKING I I LESS (W/ CHAMFERED CpNb BION - 4'-0" O.C. MAX. I DATE: I I CORNERS) W/ (2) }� • ` - - SPACING EXP. BOLTS.---7 - TS 8 x 4 x )(e LADDER TO G / a SEE DETAIL 16/A5 FOR 1 �, - - ROOF BEYOND I '- 1'-4" TS 8 x 4 x 3(e - I I CONNECTION TO STRUCTURE - - I C O I I BLOCKING O I I 3 SIDE- �� ( DOOR JAMB, ANCHOR PER -- _'` _�1 ��"�" \ I MANUFACTl1RERS ROOF HATCH WITH LADDER CONN. RECOMMENDATIONS -� RIGID INSULA TO MEZZ. \ JAMB A7 T.S. COLUMN T ---- -_- - - � � �----2 x 6 TOP PLATE SLOPE FLOOR -_-- LAST 6 O DRIVE-IN-DOOR. \ � j j �� I • - - � --ROOFING SYSTEM -- I I I • --� - 2 x 8 CLG. JOIST AT 2'-0" O.C. WITH OVLRHEAD DOOR o ---SIMPSON STC AT 2'-0" O.C. 4• CANT 5/8" PLYWOOD DECK '�� lggC, AUL/sAno•ASSOtlAlES,n c t - I - I STAGGERED i rI� r n1159 DRA` RIAN: MERp D Rtr •r _- ---_ -ROOF SHEATHING M� y� �� V •^^ "" "`A I '�' I � -_ �- " TYPE 'X' GYP. BD. 3 4" x r.' wcea r ANY rAAA LRC[t ■n+� •\ \ �/ i `\ 5/8 0 / 3/4"I RUNG varoA'At NoonwrSva+ �4{/SAb FLAT BAF! RAILS- MACKLN 4At�� ASSOflA1F hC M +� \� `o �� 2 x 6 STUDS AT 2'-0" U.C. SHEET WI rH TYPE X GYP. B0. �,► � �� __ i I ---------- DOOR ARMOUR, SEE DETAIL � 5 8 CONN. AT DOCK--HI 2/A3 - - --- — --__ -- - _ --- -- -- 3/4" CHAMFER ABOVE (2) 2 x 6 TOP PLATE SUB-PURLIN 2 x 6 P.T. PLATE---- CONN. (2) 2 x 6 W/SIMPSON U26--2 WITH P.B. AT 2'-0' O.G. i �+ I ( SEE 1 A3 FOR ---- --- L 4 x 4 x Xe x 8• LONG W/(2) -1"• _ -_ SLAB 70 PANEL � ' ------- -2 x 6 STUDS AT 2'-0' O.C. HANGER EACH END r0 PURLIN Q 3/8" x 2" x 3" EXPANSION ANCHORS --CONCREIF PANEL WITH 1/2'0 P.B. -- A5 (ASPHALT COAT ANGLE) WITH 5/8` TPE 'X' GYP.BD. EACH SIDE FIN. FLR.8_LILYATION 20G ' -_ _.�_---�,----•- - �,- --OPENING SIZE _ OF 6 a -- JAMB AT PANEL �� N JOB NO. I' ROLLING SECTION DOOR ELEC. ROOM WALL TO ROOF 19 ROOF HATCH DETAIL-_--______---____ 20 ACCESS LADDER __ _ le T.S. CONNECTION AT SLAB PANEL _ _ n R _ --- N-GRACE OVERHEAD DOORS 1 1/2"-1'--0" A 3`=1'-0" A /4 3"=1'-0" 3/4'=1'- O" 295189 -A-"g 9ETWEEN O REVISED PERMIT SET 8/10/95 jt 7244 SW Durham Rd,0188 ..^.� _._ _.. _ — �_—_•— ��_.___._._ �- .� .• .._... __ BUP 95-0289 8 of 9 IF THIS NOTICE APPEARS CLEARER THAN THF, orT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL,QUALITY. MICROFILMED 1110TII�i i1i;i�i�i�i�i�i o1i�i�I�i��i i�i�i��i�i�i i�r��`gill i1i1It1111111 � i!�Im1 i11111m nllhulhulhnilu1111N1 ulllull 1nhlu n ahnl nIllnn nlllnn nnlull�nnllln nulnu Iu1inluulull nnhln nttlnn�uuluutlllltlm►11111n1I nuhm nI11nI1 In1in Hlplut111hn t1dn1 n111n mv1n1 Iadnu n11111�1 n 4 ummi.u'... .vi •'i'si4Ydiii�iti 7,77 METAL STAIR, SEE DETAILS �-+ 2 x 6 TOP RAIL 6'-0" 2/A6 AND 3/A6. - -- - -- 1 1 4'N STD. PIPE, —L 3 x 3 x J( x 6" LONG W/ (2) 't••) _ _ r A.�_ PA TED, TYPICAL /� �(' • HILTI--KWIK BOLT --4 x 4 POST, TOE NAIL END �- CLR. r --Y POST TO WALL MIN 2 16d 1 -s" � r..x. 8 x s x �(� (PROVIDE -- � CAP Q PANELS LESS '- .... -C10 x 15.3 � � O THAN 6% THICK) ------� NAILS A7 16' O.C. =� J 7' HM DOOR TYPICAL 2j�" CONIC. SLAB OVER -_ - —2 x 4 RAILS MTN (2) 160 (n w 1}j' 22 GA. GALV. TYPE 'B' �' NAILS AT EACH POST W 0 un A T 100 1' 5�—ice A TAL DECK _ - --2 1 2' CONC. SLAB OV<R 'I+ H- N u - - ----- -- 1 1/2" 22 GA. GALV. TYPE 'N a ---- —2 x 4 KICK I i a 4'-0" CLEAR - - ----w I , i W t METAL. DECK c — W -- - ----- I MC10 x 8.4 / — I) HM DOOR nI �, - ---- SIMPSON H3 O HLOCAING U x y STRINGER'S do q i. t TOP do BUT-FOM G ' 4 x 4 POST- a �� ® �_ _._._.__.__ , LANDING FRAM!' '1 II CHANNEL CONN. M ---A�82 PLYWOOD 0Et",E( ON 2 x 6 a 5 _.Ib L-3 x S x 1/4 W/ (" ` O A6 I A3 ------- - / "' -SADDER TO PLATFORM ,_ 3 °� P.B. AT 2'-0" O.C. I r ; Q O O. AT W-10"i A.F.F. T/HANURAII�/ I h m LOCKING O P G __-- A6 __._ I I (LOCATE P.B. AT CENTER +� OF ANGLE LEG) 4d _c • C)� OST TYP. _ _ - �\, ,SAFETY CHAIN d • --DOUBLE ? x 8 RIM JOIST o o I' - �-- THRESHOLD O DOOR _ -- _ _ -- EACH O I • G 3'--6" HIGH GUARDRAIL - --- ---- --- r, s -- - - --— U �• W - (2) 12d TOE NAILS _ o _ —2x6ATV-4 O.C. _....—_._.-.- - END OF BLOCKING ~ CNG n W/ 5/8' TYPE "X' GYP. 8D. L _j �- _ I " " �\ --- --2 x 8 BLOCKING EACH SIDE 0 C O rn m u� 1 w `�` L3 x 3 x O ALL — OF POST _0 v 0 EACH SIDE, FIRE TAPE - L r P LAND114C UGES �/ W O F O N I� 1 t - - _ - --{2) 1/2"0 THROUGH BOLTS • v+c4 I T.S. 4 x 4 x �( W/ }�" -- - W/WASHERS EACH SIDE N C ^ h iADUEk TO ROOF `;� - �� L I I I x 10" x 10" BAST: C' & 2-0' -- -- m p o �-- SEE DETAIL 20A/A5 "l rr -1 ' 14GA. GAL V. I FACE OF o • "� (,�-_- Y 3 • CAP -#4 O 2'-0" U.C. TYP. s 'O 2 x 8 BLOCKING EACH SIDE 3Ln K r' I I CONCRETE WALL 'fkr--- PRE-FORMED 11 AIR 1 1 2-J . OF POST PAN W1CONC. _. _�—(2) 3/4't HILTI-KWIK BOLTS fO� Y m(A C FILL. W/3 1/2" EMBED 4 x 4 POST--) -- �) L O - C 20a - -------`-"--ROOF SCUTTLE SEE 19/A5 I A6 Tw ? LATE 1 '4" x 3" x 3" WITH ,,;_! - -- - TOP VIEW m Q o �O 4 AS CONCRETE WALL (1) 3/4 4 HILTI KWIK BOLT 1' 0'I x 1'--0' CONIC FTG TYP -�r J 5,MOVIDE PLATE �- J STAIR TO WALL CONN. _ 5 GUARDRAIL DETAIL ELECTRIC ROOM PLAN qa ' ' 2'_''=°" - TELEPHONE EQPM'T ON MEZZ. SHOWN OPP. HAND O 1/4"a1'--0" 3 METAL STAIR SECTION____ / A6 A6 � ELF.�>�lc_Roots _ BLDG'S. 186, 188, 189, do 190) -- -- —�,— -- — 2 METAL STAIR PLAN w, &A6 -,-,' AI.11M. WINDOW SYSTEM ALUM. SAFETY BAR;. -- � (SHOWN OPPOSITE HAND O BLDG'S 186, 189, do 190) 1/2 R1 -0oIL� Q W) 0 i - 1 C) Z _.� - ---- `\�--- PREFAB DBL. DOME SMOKE \ I Q 0 - VENT/SKYLIGHT. (n !! ^^ FLASHING I � O V --14-GA. TOP TRACK �/) Q L j _r -- WOOD NAILER I w --''�- - .__— -FUTURE GYP. BD. STO FINISH OVER DENS-/I V -----RIGID INSULATION. 1 1/2" DIAMETER PIPE GLASS GOLD BOARD COLUMN AT 4'-0' O.C. N 7— SET IN EPDXY OR NON- SHRINKING GROUT � Q �] IN R-19 BATT --� 20 GA. METAL STUDS i Q 4' CANT PREFAB. FACTORY CURB INSULATION I �-- AT 2-0 0.C. !! ^^ SECURE TO ROOF AS V ROOFING SYSTEM REQUIRED FOR 'UP-LIFT" FLASHIN I `� m 21 2 7/4' DIAMETER x 8" CORE .. �~ DRILL HOLT A6 y i----------N4 O 16' O.C. 12,.rIx ---- �•-- i Q SUB-PURLIN FG - f� F (2) 2 x 6 WISIMPSON U26-2 d HANuER EACH ENO �,� __-..__-...-•-•---- 4 CONT. NOT USED ___----_----- -_ _ e NOT USED — A6 SILL BELOW 9 BUL :HEAD WALL DETAIL - 10 NOT USED �Ir OPENING SIZE- _.` I I AS re"�CURB SKYLI%gjSMOKE VENT. _ 1 1/2"I PIPE COLUMN BE=LOW Ag — 3'=1'-0" -- -6" METAL STUDS ENDOW SYSTEM CONCREIE PANEL 6' METAL STUDS ---CONCRETE PANEL F— ✓J ✓ '--"' f �---6' METAL STUD WALL SEALANT --- - --SEALAN T ' ~ - - ---- STO FINISH ON DENS-GLASS i" -----.-J CASING BEAD (FUTURE)( ) ( -----STO FINISH ON DENS- __:__ GOLD BOARD I -----CORNER BEAD (F l�T(;RE) ` I GLASS GOLD BOARD. -*---• FUTURE SUSPENDED CEILING " SHIM -- ---- WINDOW SYSTEM L ---- 1 112'0 PIPE COLUMN BELOW i - _ WINDOW JAMB , WINDOV1l SILL __ �a� NOT USED � NOT USED ` 3'=1'-0" A6 OUTSIDE CORNER Y=1'-O" A6 A6 I IL` - -FLASHING �AND SEAI_�,NT J CASING BEAD WINDOW SYSTEM -FUTURE GYPSUM BOARD ` -�-- --CORNER BEAD LASTO FINISH OVER DENS ,. . GLASS COLD BOARD - o `ter------FUTURE GYPSUM BOARD 6' METAL STUDS --SEALANT rjj'� WINDOW HEAD ----6' METAL STUDS CORNER BEAD �--- R-19 BATT INSULATION (FUTURE) R-19 BATT INSULATION A3'=1'-0" i I --- CONCRETE PANEL _ i 6" METAL STUDS -SHIM - -6" METAL STUDS W/ POWDER �- �--- ----- x }�' X 3" x 5' W/ (4) DRIVEN ANCHORS O 1'--0" OC. �10 TEK SCREWS AT TRACK ��- —FUTURE GYP. BD. J CASING BEAD STO FINISH GOLD U O DENS- 14 GA. TRACK). GLASS GOLD BOARD DATE: I --- _—y (FUTURE)—~ - \ 5 15 85 ( __-- DRAWN BY: -WINDOW SYSTEM 1 I ` ---- �uJ CONCRETE PANEL GSH SLD BOTTOM WEEP `` -� \ _�/ SEALANT --� _'� SEALANT ,_ i - - -- SEALANT ) FUTURE CHECKED PY: FLASHING AND SEALANT N .� I( (TURN UP FLASHING O ENDS \� DRW - -' AND SEAL) --_ ------- STO FINISH OVER DENS- --- — x+I 3 GLASS GOLD BOARD --- �" —STOREFRONT SYSTEM. - REVISION ��-- STO FINISH OVER DENS- —FUTURE GYPSUM BOARD CLOSIEDITIONG� s GLOBIN(: / SHIM - --- - -- - - --- 1 1/2"• PIPE COLUMN LASS GOLD BOARD - I DATE: 3/4 �___4--A �- 1 - 6" METAL STUDS CONDITION BELOW WINDOW JAMBr%_"�CONDITION BELOW SILL _ �.�i INSIDE CORNER JAMB._ r2o RETURN WALL w CONIC. PNL. 1(l u�, _ -FLI- 7E GYPSUM BOARD — .3"--1' 0" \ q( HEAD SIM. 3"-1'-0' I �` _ _�`- 3"-1'--U" OUTSIDE CORNET? _- -----STO FINISH ON DENS-GLASS GOLD BOARD — I - ---- - 1 J/"! PIPE COLUMN x 2'-6" WINDOW SILL — _ �_� - x 6" DOWNSPOUT ABOVE — -0'-4 1 2" ---STO FINISH OVER DENS I BOTTOMARMOR O F SILLO ANGLED TO GLASS GOLD BOARD �- i r� .H. DOOR -- TOP COVER PLATE /SIMIO 6'a C.,I. UP 6' \\ MACKENL IE RIWTS M A YED SPS o �� 199h. All RI+7Mtt RESERVED C7 -6" METAL STUDS i �____ r- I -L3x3x3/16 W/(2) }�"0 GUTTER PLATE RIVETED ',r+E. �/wR+cs lAac n+t p�av RTr/(�5 _.___--. ') ANbN►M NOT 9t Tp�'BF OGAIE ��f`RO- . 4� dfc SOLDERED Dhf I EXPANSION ANCHORS w - `'►` - RI(>c o� iiHrYA�NEa Et�T ri n:t -SILL ANGLE SH MrITTtN o hE Yis;fd+OF M sA r r 1}4" 0 PIPE COLUMN i I { 1• SE.T INTO EPDXY OR NON- CONCRETE PANEL SHEET SHRINK GROUT. - -u, --6' x 8' DOWNSPOUT o N r V I 2" 22 OWNSPOUT GUARD ,Y„ttt//// A 6 b A6 / --- NISH GRADE �� l �--- --- -- -FLASHING----- -SLAB SCE PLAN \6 COVER PLATE OF 6 � C.I. \"� ' Z JOB NO. _ DOWNSPOUT GUARD ELEVATION _ ?a GUTTER EXPAPN`ION JOINT " " 295189 CONDITION AT SLAB __ DOWNSPOUT GUARD _ _ _ --- REVISED PERMIT SET 8/10/95 N �2nnswournarnRnales 3"=1'-0" — 3'-1'-0' 1/2" 1' (T" � BUTT TYPE JOINT 1 1/2 =1 --0 _ .v RUP950289 ,�ZeFrVYEEN EACH DOWNSPOUT� tYP1CAL IF THIS NOTICE,APPEARS CLEARER THAN TNF. OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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