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7236 SW DURHAM ROAD BLDG 187 - 4( CL W (71 (n M 00 �l - 0) I U r� A V4 O Q N SS NE V) pm M PACTRUST CENTER BUb Q C�d � • M - — m0t.. i O m� • .._ Q C : .i�l. ,i C Qp A 87 � a cert W p 0 04 H SE I UILDIN S 18 1 18 89190 �y' — • m 1710 I rJ m t O O Z W 3 Y � C vi ° m o 0 gyp - C V (A t 4 �eaan. CL' 0 Uj Z DRAWING INDEX W rn - CO I rly�t j�yVINGS - PROJECT 0295026 v F PSG n 0 SDI SITE PLAN JO p•�'_�� «� SD2 GRADING PLAN �c� W � r SD3 UTIL'TY PLAN 1� GF'�'1`� W s-- Q _ -- - ------, ---- - -- I - - - - --- - SD4 EROSION CONTROL PLAA �G �� Z � � S05 SITE DETAILS ���F',(�k r r� L1 LANDSCAPE PLAN L 00 @UILDING 1jM - PROJECT 0295186 D I--- GSN-1 GENERA!_ S �TURAL NOTES m Al FLOOR/R /FOUNDATION PLAN rg Q. A2 ELEV S k PANEL REINFORCING CO - U I A3 WAI* CTIONS •c- _ A4 KrAILS IA5 �WAiLS :D -4BUILDINGS #18n188788 - A6 DETA;LS af ( u BUILDING 1B7 -- PROJECT 0295187 :,SN-1 GENERAL ST URAL NOTES Al FLOOR,, OUNUATION PLAN Q A2 ELE/ATjqW k PAN-1 REINFORCING a- A3 WALL SPCTiONS A4 DE 4S A5 DE A6 TATS �jf�LDING id8 - PROJECT 0295188 CSN-1 GENERAL SIR URAL NOTES Al FLOQR/RO 011NDATION PLAN A2 El VA TI & PANEL REINFORCING A3 WALL. S� TIONS - _r o --- -- - - o _ -- - -- A5 AILS W - - — _ - _- —l- - -- --- - -- - t - _ - 1 A6 DETAILS Ld PROJECT 0295189 I ' GSN 1 GENERAL S7 TURAL NOTES p- w % • I i - _ Al FLOOR/ROCIUNDATiON PLAN ± — =--- n — ~� y— -- A2 ELEVATBft & PANEL REINFORCING ��. A3 WAL TIONSLAJ A4 D - IS � A5 TAiLS A6 ETAILS J BUILDING 190 -- PROJECT 02.95190 BUILDINGS #189 + 190 (;:,N-1 GENERAL STf?(IC>URAL NOTES Al FLOOR/ROQF/1=QUNDATION PLAN --- -- A2 ELEVATIONS & PANEL REINFORCING A3 WALL SECTIONS A4 DETAILS A5 DETAILS A6 DETAILS I i AND REFERENCES INFORMATIONS SYMBOLS �.- _ SECTIONNJ BUILDING SECTION KED' MARKS A OWNER: PACTRUST PROPERTIES SH�E�_ CONTACT: DICK KRIPPAEHNE, KEN CRIMES 15115 SW SEQUOIA PKWY SUITE 200 � CA1TWItY EGON (,5rJ3) 6240R-6300 DATE: SECTION/ DRAWN BY: 70 F(PITL.AND "'P '- 1 ARCHITECT: MACKENZIE SAI1'0 de ASSOCIATES, P.C. DMM A1rEe *ALL SECTION KEY MARKS SHEET t (BLDG SHELL) CONTACT DENNIS WOODS CATEGORY - 0690 SW BANL'R'ON STREET CME";KED BY: P M s (503) 224--957000 97201'--0039 DRW PORTLAND, ORE�, 1 RRECISION lb DETAILO 04 CDOS NG P , , . "" + ( fAiL REFERENCE NA/tK5 12 - SHEET CIVIL AND MACKENZIE ENGINEERING, INC. Ip DATE.: _ �S� STRUCTURAL 0690 SW HANCROf T STREET 1 , - PAR(i CATEGOIR ENGINEERS: PORTLAND, OREGON 97201-0039 era — (.503) 224-9560 c I CIVIL CONTACT: KARL KQROCH ` r � STRUCTURAL CONTACT: TiM SCHWEf TZER KEYNOTE BUBBLE rni ITE .—...-..—..-..-.—...Q..I.T.Y..O.•.F..T.M..3.�.........- ..—...!... �•APPQVO ......... ' I 1� or m e OfE00N �, ACTINBT For 00', App u d _ -... ...I l' -- For 00',Y 7 1 7_f�brd I '�� .� ' BlA!'®9 1 Sere latter;a:�o •r................ ... ..... ..�`...(t. ' CENTER PANEL NUMBER Att.Gh.. .......... ... .Anp t ASY(KIAT, _Job Addrrlig&690-161. ELti�: -p-�:"""'i A.� u,t4141t.RFSCRVEO �. FOOTING NUMBER O � � n+ES� vI�ARIN� •a£ �(7oERr, MSC I AI'II F A S YfAi,$,1�C t4. 1 Nni r., 1 Ot`(IFI PU„ V LL' SHEET " R!?PA^VEl)�LA(`,^,1,iJST :ice",........ ,r 1 VICINITY MAP N.T.S. v \ c M s '0 c v OF 1 ' i JOEL �i0 + 1 295186- 7 3r,SW Durham,Bldg I87 fit r95-0293 REVISED PERMIT SET 8/10/9 � �_.��.._... .._2 9 519 Q 295190 I I iF THIS NOTICE APPF,ARS CLEARER THA'IN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M,,,110 F,1,11ED lit���i���ll� i�����i����i� �i���ii��i�i�t� �I�i�lt{�I�I�I �iti�iEit��i� w i►I!l�(�hi� � �i�i����ti�ii � t���i���ti���'� ��iiiii��iiti ! ritit��������� � �lii��tl�i►it tlilil�jtititj w M MROt 0 CMIgl1 ntinu unlun tm{Inlhl� t��ttuhinlutt mthul nnlrll Halon n�I(iIn In!hm mlhtnHnlhm nlllnu tttthrll ltll�lllt HIItIIIIiIIH�IIIt IrlllllllllNI�I1I1— iI�I�ItIrI1 In1IH11 Nl�ill If1i�t1S IiIIpif riVllllll 1HhN1 !It�lr�rr trnhm nlrlru�rhn S .. i I ♦ ,. ... ._ ........ .. .._...y,•y.w..n�..�--r.•w,.w.w.rr...... ..........r_.. �..,-..._._.. .....,.....rw..•r:r .. .rww_r..., r..rw.rw.r ....•M+..+r w _. • .. .. w .... .•.w. .� ._.... ... rv. ...•..._lW.'w ' ...... ..,.w .... .....-...._..-.+..,..-........ .:.... .. _. ...... .... ...... .. _..,•... ....._.. .. .. ._ .. ... .......... -. ....... _. _ _ .. .. f 1 _i+nln .. i"' ... v uwy.dr_+w+.*•.. •++,Mw. �M+' .., «.+ .w ..... .... .... ...- •.... n .r........y.•....,.w v .r. _.._. ...... .... .. ... M.a•h•ryM'1flYur!..}Ja 1714FRoWMIM IM F, 1 10 STN, I SITE DATA W v - RCM 'I 5 57 I 1 .C( ! � � 1 SITE AREA = 513,700 S.F. 12 S 1 .�2 ` rrte} + lit t ` 1 45r l� ~� BLDG AREA - 0 _ i 1 _ I #186 52,500 S.F. CL o C. Nt 47 _ u,. #187 25,000 S.F. ® o rn FIRE P18 __: t qisp -7 T 711 S 9 ' 1 2 \Ilk ` _ ao-T-[J-7-71- 1U1 �t188 7 7,5C10 S.F. Uax NI j I I I ti• X1189 43,435 S.F.17-5 8 8 a 3 S 5 ` ' .''•.. . . / I I X1190 .31,565 S_F_ z Orn hj3 SP =33' - SP =33' / :` ,. .. _. _ • a�. iNi'� ��' TOTAL 180,000 S.F. i �D � 8 7 11 103' a �' 11 ` n _a. �' �/ . E BLDG COVERAGE 35X L • 14) -4 �` i ., i O `� O O ' ;k 14 ~�` I}' �`' r. - LANDSCAPE AREA - x O • 1 r• - ------ STM ! RIM ' ',� ,1 W ZONE: IP (� O 13 13 + � \ I N cA (1 N + ' 13 6 � a / r.;Tr1 � .,"•�. � Ii I Z r r. In .T • ornrn 4}8.0 :E%NIB'S s g C a + 24 YIN ' 4.4fj O� I 1 ,a W F C o N BLDG M (PTA 1 ) ,�m -—�5 � Rh, m° m 52,500 SF ` - ..;i+' 2 ry "' ,� ,4 ,.`� Z 3 O o t 52 SPACES 0 18 "�,, O �� y + W 'n K 0.935/1,000 SF 11 JJ7 E Y V) C 1 - F.F.=158.50 -- ryY �2. r; �...., 1 I U • p U C to -- 4 SP 138' ' S ~ ��'`'�� _ ' PARKING _ Q (10 { " 0CLCL , -_... I (ALL SPACES ARE 9' x 16') --- $ 6 i REQUIRED = 346 W.2' _\� `�" ::� ' •� ,�. II x ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 10 _ 13 � PROVIDED: - 362 1` • • . e 14 • W HANDICAP - 16 W 7 - - 0 F.D.0 H. - 7 /a ! :,. +}�� ��`�`_ 41 TOTAL a 378 6 '12' 181' 14' 226' m 1 / K. .. F 1� 73 84 1 �� Z REMOVE EXISTING I �' k---�- � - ----------- -.--__-- ---� -_ _-- -- � f / / 13 FENCE TYPICAL_ 1 f N � ap � �4 J ! 16 18' 0 18 47 O / V) _ W 0' 113' 14' 103' F.H. -=rV 1 -- - -- _ 181 01 4/ ?, ,,� -- r- W a Q_ - � � 1 5 � ;� -IM t�5tss Q S i0 �' (�� 6 F.O.C. _ s, s 1 s C s Z Cif 45.0' 54.4 0' --- , g - `"_) ,`%i O / I.E. SC. 17v.29 ---- N ♦ ♦ ♦ ♦ I ♦ ♦ ♦ 1Ft-r / N :1.19 (!� LTJ - 7 �O - .Il , + .G LEGEND cn I 27' __ ---- Q 70.0' 7 0' 18'- _ _ m 100' -- >c � 11 ID ■ CATCH BASIN SEE DETAIL BLDG_ N (PTR #W) 1 _ 28' 75,000 SF - ^ -- t 3 F1 LP SQUARE LIGHT POLE 20' HT, W/ 38 .SPACES 13 ► - C40 SHOE BOX STYLE FIXTURE �- _ II x m 1.52/1,000 SF 1 U 1 ( F.F.=164.00 8 BL�OL Q (PTR ) �5' S0' ",�� ;:� r;' �# YARD LIGHT I _25 ,� I 1 SHOE BOX STYLE Q 43,435 SF 8 -o', .a NCL CES 8 13 13 13 2.223/1.000 97 SF :;I. Q ON GRADE OVERHEAD DOOR 1 - F.F.=165.00 ► I Z �- _� � N DOCK DOOR 49 4 r%11 ( f FIRE HYDRANT 4 42' S S a 53 = 60' 1 BLDG P (PTR tw) - 11 C3 FIRE DEPARTMENT CONNECTION ... 31,565 SF - ' 8 8 8 p 9 118 SPACI=S , REMOVC EXISTING 1 - 0 - 8 12 4.226/1,000 SF FENCE TYPICAL 1I - 8 e 18 , F.F=170.00 C4 r;) 6 5 SP , X53' - 4 SP = 42' : 60' ► 13 14) Gr � - I F.D.C. �• _' 0 3 t ' 45.0' 15 'E 1 ♦ ♦ ; ice.. f ♦ ♦ F.H. t 8 :7' J -y- Fowl 6' a h 41 q p 40 80 •60 I t 3 13 13 '� O 13 N Q. , LJLJ w; I I 33' 81 DIG O (PTR #188) SS t6 F.O.C. --- ( rN FEET ) 1 27,500 SF io ,v D �/ tat 1 Inch Q 40 lt. TTS 6, 41 SPACES --- 9 P 81 I 4 1 F.H. � ..�,_, . . . _ . °° t• .. ¢;: 1.357/1,000 SF Q jD 1 f ' ! .F..1ss.00 81 a .... 10 N i - iQahD S ' 9 E - GENERAL NOTES 45.0' _ ' 5 SR 4►5' 1 S 9t� - I I 9Q' 1 \\vv two f I.; T- I A. ALJ_ WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY 01: TIGARD, REMOVE EXISTING rnl EXISTING SCALE TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OVERHEAD POWER AND TRAILERLINE AND POLES OF THE UNIFORM PLUMBING CODE- AND UNIFORM BUI+_DING CODE. COORDINATE WITH /� TO BE REMOVED W.M. PRO's POWER COMPANY SITE PLAN REMOVE EXISTING F.H. B. WATERLINE MATERIAL-, TO WITHIN FIVE FEET of BUILDING: C-151, \�"`v-6 N4 i . � FENCE AND GATE TEST:FIRE LiNTEST ANDTILE IRON, TITAN JOINT,S STERILIZE AS REQUIRED BY TIGARD GTO AWWA WATER DISTRICT 1AND ASS 52 �cs 4r�15,5014'4 I UNIFORM PLUMBING CODE. etRneoN C. SANITARY SEWER MATERIALS: r INTERIOR AND WITHIN 5' OF BUILDING. CAST IRON PIPE Q RL KOR,� KEYNOTES _ 0# OTHER AREAS: PVC CONFORMING TO ASTM D-3034. EXPIRES:�6 30 95� J�-- 1. NOTE: ALL ONSITE CURBS TO HE EXTRUDED CONCRETE. SEE DETAIL 13/SD5 D. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DU NOT DATE: � 2. CONSTRUCT' CITY OF 11GARD STANDARD CONC. COMMERCIAL DRIVEWAY SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FUR 1NSTALLAT101�! IN THE SPACE PROVIDED_ THEY DO NOT SHOW EVERY DIMENSION, COMPONENT �►Ir,+' ��-�_� 3. STORM DRAIN INLET CATCH BAS'N SEE DETAIL 1/SD5 PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT, DRAWN BY: h ��--�^� ��a 4• FOR ASPHALT PAVEMENT SECTION SEE GEOENGINEERS' REPORT ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH ��'`�- I EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUC'•ION. NIS 5. 12" WIDE WHITE CROSSINAL PAINT STRIPE EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION CHECKED BY: 6. LANDSCAPE AREA `,EE LANDSCAPE PLAN SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, H a I C 1 ataooN \\, +.1 7. 6" CONCRETE TRASH DUMPSTER P/'t7 PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHOR ITLES WITH fip� ��Z���` 9. DISABLED PARKING STALL. SEE DETAILS 8/SD5 JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY REVISIJN ENGINEER IF THERE ARE ANY DISCREPANCIES. RE'A N -'� ----- 9. METAL STAIR SEE DETAIL 2/A6 dE CLOSING 10. 4" WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS EDI E. PROVIDE CLEANOUTS AS REQUIRED IN THE CURL?ENT UNIFORM PLUMBING CODE f DATE: ,,.•• :. �, CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. �•+' -, *'`� 11. SIDEWALK RAMP (MAXIMUM SLOPE 1: 12). SEE DETAIL 7/SD5 12. MATCH EXISTING SIDEWALK. F. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. 1 X � • �M 13. 4" THICK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL 11/SD5 G. CON TRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO \ .�,�a 14. 4" THICK BY 6' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12/SD5 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. VICINITY M n \ _` 15. FIELD INLET, SEE DETAIL 5/SD5 1 v 1/"1 ---- NOT TO SCALE H. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED l,ND 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 1S REQUIRED. DRAINAGE SHALL. BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVINC SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, 4T ANY TIME, ORDER �1 "' KI:N74 ENt71NEERING nil, 1 S AU,RIG11*r 1F 1'N N CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMP�-15H EFFECTIVE rnE DRAwlwcs ARc n�E PR n a DRAINAGE CONTROL. 0.1 MM RFATR Ewqp�EERIIW MIC. W. DUCED It! ANY NA Ett(£ t 111TH 1Hf PRIOR NRI1TtN 1`ERM�SyON or 4 E I J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS k ASSOCIATES TOPOGRAPHIC SURVEY. SHUT J I K. PIPE OUTFALL- INTO WATER EQUALITY POND SHALL BE MITERED TO MATCH GROUND � SLOPE. OUTFALL PROTECTION SHALL CONSIST OF A 10'x10'x12" THICK RIPRAP � BLANKET (CLASS 50) ON A 6" BED OF 2"--0" CRUSHED AGGREGATE:. SD1 V L. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMBING/MECHANICAL DRAWINGS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR �! TO CONSTRUCTION. M. ALL DOWNSPOUTS SHOWN ROM THE BUILDING ARE CONNECTED TO 'THE STORM - - DRAIN PIPES BY F" STORM LINES WITH 2% MINIMUM SLOPE, JOB NO. TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: DAVID EVANS AND ASSOCIATES 295026 SURVEY DATE: DATUM ELEVATION: 7238 SW Durham,Bldg 187 AS FILED FOR FERMI*I* 5/15 95 BUP95-0293 -�.,. ._ .-a®® _. - _ .•.s��o.m �. v._ _ _ ___. -._. i 209 IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 51%8 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I{I{I`1{ILII II Illw� l II 11{i{1{111{1{I I I'{I�1111111iCHNA 1 ill III I IJr{!�11Tpi1 i lJI{iJijl{!{Ijl�l{IJi�l1l�►jl I III Jill ll{ijl IJIJI1i11J11IJlNM 164K l i{IJ11t{I{i{1 ({I{ill�I{!{I� n;inl�rinlull nnlnulnnhlto -llllnllnu Iri1'1nl nnlnn n11hn1 n1ltu Inn 1n1in11hu11nn 111►Ilnl 11;1hw NIIJIIII pRlilll IIItIIIIIIINt�illlhl!INII1 IfIIIi H N1111111111111111111hM11 nlJrm Itlhttr Itrhrn Inritlir rrttinrnrurhnr nrl!r, 1 I��Ia�r�.rlw.z�E�w,.,....:,.:�.:>,�,.��,.,.__._, ..1..:..�:..�.--_.. ,..,,,.�,,, ,. -.._,.. _:. ,- ,. . :- �...0 u.�.._ _��.. .���,,,�- -- _ .,�.n..r.Ialrrw•w low rum 0, L NOTES LK��f GAGE STEEL FflAMWG U L -� f~'OUNDATION SITE CAST TILT U'P WAI.� PANEL _ _ INFORMATION AND FOUNDATION DESIGN ARE BASED ON A 1. UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARE TO BE 1. STEEL TO BE: GENERAL _S_ TRUCTURAL NOTES_ 1 SUBSURFACE RE:PORTPREPA ED BY DEI) ENGINE'--RS GEOTECHNICAL P,2ECAST ON SITE, TILT-UP CONCRETE WALL PANELS. --� - CONSULTANTS PRELIMINARY REPORT DATED MARCH 14, I �' THE CONTRACTOR A. ASTM A-446 GRADED (Fy _ 50 KSI) FOR 16-GAGE AND HEAVIER. 00 S: "CONCRETE" AND "STRUCTURAL STEEL" FOR B. ASTM A-446 GRADE A (Fy - 33 KSI) FOR 18-GAGE AND LIGHTER. Iw_ p C14SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF 2 SEE GENERAL NOTES SECTION THE SUBGRADE UNDER TME SLAB ON GRADE IN ACCORDANC WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. � w I RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REF�RT AND THE 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT-GAGE STEEL (J FK a% PROJECT SPECIFICATIONS. 3. TF.E CENTERLINE OF SINGLE MAT STEEL SHALL COINCIDE W'TH THE FRAMING SHALL CONFORM TO UBC STANDARD ?_7-9 AND AI_`A SPECIFICATIONS. Q 0 X Cf �f�A (A In Fill CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH ; DESM 2. THE FOUNUATlON FOR THE STRUCTURE HAS E3EEN QESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2" CLEAR ON Th' OUTSIDE 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, ►- C? voi ALLOWABLE SOIL-BEARING RETAKING PRESSURE OF 1500 PSE. FACE AND 3/4" CLLAR ON THE INSIDE FACE. SEE PANEL ELEVATIONS FOR WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES �` 1. GOVERNIP :3 BUILDING CODE: 1991 UNIFORM BUILDING CODE, WITH ADDITJUNAL REINFORCEMENT REQU1RCEMENTS. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. +- • rn x AVENDMENTS. 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER � FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED 4. PROVIDE. 2-#5 CONTINUOUS AT THE TOP, BOTTOM AND SIDES OF EACH PANEL 4. STUDS TO BE BRACED WITH BRIDGING IN ACCORDANCE WITH MANUFACTURER'S I • G • 2. GRAVITY LIVE LOADS: 7 RECOMMENDATIONS. ~ c o 0 TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHhIV-AL ENGINEER AND AT THE HEAD, JAMBS AND SILL OF EACH OPENING AND EACH FUTURE _ °i _ BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. KNOCK-OUT OPENING IN THE PANEL. V) • rl- � ~ cn im I ROOF 25 P5F 5, METAL FRAMING CONNECTIONS APE TO BE WELDED, EXCEPT WHERE SELF- V) °� BUILD-UP IN ACCORDANCE. WITH 1991 UBC APPENDIX CH 23) j p (SNOW BUI0 4. CONTRACTOR WILL PROVIDE FOR UE-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 hl ` m 3. SEISMIC LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CONFORM TO AWS SPECIFICAI IONS. WELDERS SHALL BE o O o T UTILITIES. EIC. CERTIFIED FOR LIGHT-GAGE STEEL UNDER AW_ SPECIFICATIONS. kn 5. ALL ABANDONED FOOTINGS, , THAT INTERFERE WITH NEIN PRIOR TO CASTING PANELS- U � SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . 3 CONSTRUCTION SHALL BE REMOVED. 6. EXTERNAL EXPOSED EDGES OF PANELS SHALL BE CHAMFERED, ALL INSIDE EDGES 7. DESIGNATED COLD-FORMED SHAPES SHALL BILE BY ANGELES METAL SYSTEM OR U r o Q c IMPORTANCE FACTOR 1. . . . . . . . . . . . . . . . . . . . 1.0 APPROVED EQUIVALENT. `Z ►a w o z BUILDING TYPE Rw . . . . . . . 6 6. SITE PREPARATION AND OVEREXCAVATION/RECOMPACTION OF SOILS SHALL BE TO HAVE TOOLED EDGE 3/8" RADIUS. � Qoa_ n. PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE SOILS REPORT REFERENCED ABOVE, 7. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, ETC. 4. WIND I ;. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL � I BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . 80 MPH THE SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH 8 HE GE ERAL CONTHE PANELS HAVERACTOREEN SIGNED SHALL BERTHE RESPO RESPONSIBLE IN-SERVICE CONDITIONS OR THE PANEL LIFTING w ' EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . B BANKS. DESIGN AND METHOD. z IMPORTANCE FACTOR I. 1.0 O _ CONCRETE 0 - 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SH AL-L EIRE PATCHED ANQ BY A QUALIFIED TESTING LABORATORY FINISHED TO MEET THE ARCHITECT'S APPROVAL. STRUCTURAL WOOD _ �•-� O (� 1. CONCRETE MIXES SHALL BE DESIGNED Q Rq AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 3/4" 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL � I INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER LICENSED IN -THE 10. �,-,rAPORARY BRACING OF PANELS SHALL. NOT BE REMOVED UNTIL AFTER THE CONFORM TO SECTION 2501 OF THE 1991 U©C. 0 � l � STATE OF THE PROJECT. SLAB POUR STRIP HAS BEEN POURED AND THE ROOF TIIAPHRAGM Ld l� CONSTRUCTION HAS BEEN COMPLETED. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING Z OR cif 2. AGGREGATE FOR NORMAL WEIGHT CONCRETECONFORM 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, 0 L-' PORTLAND CEMENT SHALL BE TYPE 1 OR TYPE 11 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 Z 0 I GENERAL C150. PANELS ATSETTELMENEA. END do QUART& PANELS HAVE ER TOLDI TRIBUTE ll LOADING. PLYWOOD: SHIM (TBC) 5-B UBC � � � � E PLYWOOD: ABLE ? (UBC) i - 1 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. MR NOIRES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 1N ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL 12. CONTRACTOR TO PROVIDE MONITORING POINTS ON PANELS WITH INITIAL SET 3. ALL STRUCTURAL. PLYWOOD SHEATHING SHALL BE FABRICATED WITH EXTERIOR ~ M C7 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' GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION m PRECEDENCE OVER THE GENERAL STRUCTURAL_ NOTF_S AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NOT BE USED. SPACING, MIN. (1) PER WALL, CONFIRM FINAL LOCATIONS WITH SOILS ENG. AND INDUSTRIAL PLYWOOD. 2. 1'HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL 9E AS FOLLOWS: 13. AT VERTICAL do HORIZONTAL STEEL OVERLAPS, VERTICAL STEEL CLEARANCES 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. T Y DISCREPANCIES OR FOOTINGS 2500 PSI TO FACE OF PANEL TO BE MAINTA("IED. � Ia� 1 THE ARCHITECT SHAL.I BE NOTIFIED OF AN <C IKCONSISTENCIES. SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI a. FRAMING Mt=MBERS SHALL. CONFORM TO THE FOLLOWING GRADES: TILT-UP PANELS AND COLUMNS . . . . . . . . . . . . . . . . . . . 4000 PSI Q- I 3. DO NOT SCALE DRAWINGS,- COORDINATE DIMENSIONS WITH ARCHITECTURAL. T;JUS, DF-I_, STUD OR BETTER ' DRAWINGS. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI PANELIZED ROOF SUBPURLIS, DF-L N0. 2 OR E?E1TEN 304R-85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST PLATES, DF--L NO. 2 OR BETTER � STANDARDS OF THE UNIFORM WHICH CONCRETE IS TO Bir PLACED SHALL BE THOROUGHLY Cl EANED. STRUCTURAL STEEL W 4. All WORK SHALL CONFORM TO THE MINIMUM - � BUILDING CODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 1993 LAITANCE AND STANDING WAT!"R SHALL BE REMOVED. 6 1991 UBC TABLE 25-Q, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE � 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. EDITION OF THE STRUCTURAL SPECIALTY CODE. 6. ALL. REINFORCING BARS, ANiCHOR BOLTS, AND OTHER CONCRETE INSERTS A36. 5. SEE ARCHITECTURAL DRAWINGS FOR )HE FOLLOWING: SHALL BE WELL SECURED 1N POSITION PRIOR TO PLACING CONCRETE. PROVIDE 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. -J V) b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PROTECTION SPECIFIED. B, OR ASTM A501. MILL TEST REPORTS FOR THE STEEL PIPE SHALL BE � Z SUBMITTED FOR APPROVAL. 8. BOLT HOLES IN WOOD SHALL PE 1/32" To 1/16" LARGER THAN THE BOLT, of U PARTITIONS. ENT BARS SHALL BE A5 DEPENDING ON BOLT SIZE. c. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOUR DRAINS, SLOPES, 7. CONCRETE COVER PROTECTION FOR REINFORCEM DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FOLLOWS: (SEE A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS NOT NOTED) 3. S F RUCTURAL STEEL TUBING SHALL C:ONFURM TO ASTM A500, GRADE d (FY = a. CONCRETE CAST AGAINST AND PERMANENILY EXPOSED TO EARTH z" 46 KSI). 9. BOLT HOLES SHALL NOT BE LESS THAN 7a DIA. FROM THE END AND 4x DIA. U ETC. Q d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS b. CONCRETE EXPOSED TO EARTH Of? WEATHER FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. � �, BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . 2" 4. ANCHOR BOLTS SHALL COLIFORM TO ASTM A307, UNLESS NOTED OTHERWISE. cr SHOWN. " 10. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. e. FLOUR AND ROOF FINISHES. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . 1 1/2 f. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 5. STRUCTURAL STEEL DETAiL.lNG, FABRICATION AND ERECTION SHALL CONFORM SLABS, WAILS, - x+11 BARS AND SMALLER. . . . . . . . . .3/4" TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF 11, EACH GLU-LAMINATCQ 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 AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION 6. SEE MECHANICAL PLUMBING, AND ELECTRICAL DRAWINGS FOR THE THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND @R1CGE5," CERTIFYING THAT THE MEMBERS MEET THE 1991 UBC REQUIREMENTS. SUCH FOLLOWING: 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL CONFORM TO 1986 EDITION ANC AMENDMENTS. CERTIFICATES MUST BE MANE BY AN APPROVED AGENCY OF- THE A.P.A. Q ASTM A 615 OR A 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS 6. SUBMIT STRI)CTURAL DESIGN DRAWINGS AND CALCULATIONS (BEARING THE � a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE 12. GLU-LAMINATED MFMBERS SNAI L. @E A COMBINATION OF 24F-V4 (n.F. - LARCH), l.,.J CONTRACT" DOCUMENTS OR APPROVED BY THE STRUCTURAL. ENGINEER SEAL OF .4 PROFESS!CNAL ENGINEER REGISTERED [N THE S�T.ATE OF TF-IE PROJECT) � ETC., EXCEPT AS SHOWN OR NOTED. FOR THE DESIGN OF THE STEEL JOIST GIRDERS. 24F-V8 (D.F. I_APCH), INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON PLAN. LLJ b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS 1N WALLS AND SLABS. c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURE 7WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY OR EQUIPMENT BASES, ANCHOR BOLTS ENGINEER, SHALL. CONFORM 'TO THE AMERICAN WELDING SOCIETY STANDARD . TY STANDARD d. SIZE AND LOCATION OF MACHINE D1.1-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM c Ll FOR MOTOR MOUNTS. D1.4-79. E70XX ELECTRODES SHALL BE USED IN WELDING A 706 REINFORCING A233, CLASS E70XX. BARS TO A 36 STRUCTURAL STEEL. 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE B. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE SPECIAL INSPECTION - - 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL tkHr; r11{JLt(r!. �' RESPONSlBIL..lTY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL CONTRACT DOCUMENTS 15 PROHIBITED WITHOUT THE PRIOR APPROVAL OF THF OF THE CONFORM TO THE RECOMMENDATIONS OF THE A.C:1. DETAILING MANUAL - 1988, TO LOCATION TYPE OF SPLICE AND CON'..0 TION IN ACCORDANCE WITh SEC. 306, THE FOLLOW NG TYPES OF WORK REQl11RE Aft NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY STRUCTURAL ENGINEER AS STRUCTURE AT ALL STAGES OF CONSTRUCTION. ACI COMMITTEE 315. TO F'F MADE. SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR UdSPECTION AND TESTING. /C OT 130� 8. T14E CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 11. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C827, AND 9. HEADED CONCRETE ANCHORS SHALL. BE NELSON HEADED CONCRETE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSL ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. -- - DATE: CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES PREGROUTING OF BASE PLATES ;'✓ILL NOT BE PERMITTED. ANCHORS SHALL BE AUTOMATICALLY END WELDED - -WITH SUITABLE STUD ITEM PER SLC. 306 DESCRIPTION •, 15-e5 NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN - DRAWN BY: CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE -STRUCTURAL. CONCRETE ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING I. CONCRETE BRACING, SHORING FOR CONSTRUCTION LOADS, ETC, VISITS TO THE SITE BY FOR THE REQUIRED CAMBERS/SLOPES. COMPANY. - CLD THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE 2. BOLTS INSTALLED IN CONCRETE -WEDGE ANCHOR INSTALLATION 13 CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB CHECKED B'r: ITEMS. 10. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS WHERE INDICATED ON DRAWINGS DRW THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS i 3. REINFORCING STEEL --REINFORCING STEEL PLACEMENT REVISION 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 � EDITION UNLESS SPECIFICALLY WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR 1N THE FIELD. WELDING IN E FOUNDATION AND TILT WALL DATE: ENGINEER. PROVIDED. PANELS Da.TE SHALL. BE IN ACCORDANCE WITH THE RECOMMEND OF THE NELSON _ e ��-y5 10. CONSTRUCTION LOAD (MATERIAL_ AND EQUIPMENT) SHALT_ NOT EXCEED THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE STUD WELDING COMPANY. 4. WELDING -ALL FIELD WELDING DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BEFORE PLACING. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS -ALL SHOP WELDING -BRACING WHERE WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWING'S. 5. PLYWOOD DIAPHRAGMS I -All NAILING OF PLYWOOD 11. W14EN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR ,SrIALL APPLY THIS I - L_[LIAPHRAGMS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. c OIAPH DIAPHRAGM FB FLAT BAR HDR HEADER LB LAG BOLT OC ON CENTER SIGH SCHEDULE UNO UNLESS NOTED OTHERWISE ABBREVIATIONS DIM DIMENSION FIN FINISHED HGR HANGER LL LIVE LOAD OD OUTSIDE DIAMETER SH TG SHEATHING U/S UNDERSIDE 1945, ALL !Til AIFAW11 snc DL DEAD LOAD F1J2 FLOOR HORIZ HORIZONTAL LLV LONG LEG VERTICAL OF OUTSIDE FACE SIM SIMILAR 995. ALL a; r!rs aE Sven DO DITTO FN FIELD NAILING HS HEADED STUD LONGIT LONGITUDINAL OH OPPOSITE HAND SLV SHORT LEG VERTICAL nrt.. ryR A s A% nit rwatRr SK CJ CONTROL JOINT OPNG OPENING SPA SPACES MA Y RIR y" 1 11 ss111W Nc tM s ON DOWN FOC FACE OF CONCRETE HSI] HIGH STRENGTH BOLT LP LOWPOINT A A wor ro 9E uxu>�+REIAM AB ANCHOR BOLT D»r A11M 4AERIAI cram Mn1 TME AF` ABOVE FINISH FLOOR c CENTER UNE DP DEEP FOM FACE OF MASONRY N`/AC HEATING, VENTILATION AND LWC LIGHTWEIGHT CONCRETE OVHD CIVFRHEAD SPEC SPECIFICATION a wR!trrH rERr+rSs!uN a M/S w I ALT ALTERNATE CLR CLEAR DWG STD STANNDADARDRAWING FOS FACE OF STUDS AIR CONDITIONING STAGG STAGGERED SHEET RD VERT VERTICAL_ � ALUM ALUMINUM CMU CONCRETE MASONRY UNIT OWLS DOWELS FND FOUNDATION MAS MASONRY STIFF STIFFENER ANOO ANODIZED C01_ COLUMN FT FEET/FOOT MATL MATERIAL PLATE APPROX APPROXIMATE CONIC CONCRETE FTG FOOTING MAX MAXIMUM PLYWD PLYWOOD ARCH'L ARCHITECTURAL CONN CONNECTION PS POUR STRIP T/ TOP AND BOT MB MACHINE B01.t t/ TOP OF THK ESGSN AT CONST JT CONSTRUCTION JOINT EA EACH 10 INSIDE DIMENSION MECH'L MECHANICAL PSF POUNDS PER SQUARE F001" t! 1 CONT CONTINUOUS EF EACH FACE MFGR MANUFACTURER PSI POUNDS PER SQUARE INCH THICK(NESS)LOAD C3 IF INSIDE FACE TL TOTAL D B/ BOTTOM OF COORD COORDINATE EIFS EXTERIOR INSULATION INSUL INSULATION MIN MINIMUM PT PRFSSURE TREATED TN TOE NAIL 14/ WITH BN BOUNDARY NAIL CSK COUNTERSINK FINISH SYSTEM INT INTERIOR MISE MISCELLANEOUS TOF TOP OF FOOTING WD �) 0TW4 BETWEEN CTR CENTER ELEV ELEVATION MK MARK TOS TOP OF STEEL_ W/O MTH OUT OF 1 BLDG BUILDINCI ELECT ELEC TRICAL W VF GA GAUGE REF REFERENCE TOW TOP OF WALL WELDED WIRE FABRIC BL;( BLOCK d PERINEY(NAILS) EN EDGE NAIL NIC NOT IN CONTRAC i REINF REINFORCING TRANSV TRANSVF•RSf_ JOH N( BLKG BLOCKING DBL DOUBLE EQ EQUAL GALV GALVANIZED NO./# NUMBER P,EQ REQUIRED TS TUBE STEEL BM BEAM DRA DEFORMED BAR ANCHOR EXIST EXISTING GEN GENERAL_ REV REVISION TYP TYPICAL 295190 IF BOTT BOTTOM OF DOUGLAS FIR EXP JT EXPANSION JOINT GLB GLU LAM BEAM JST JOIST NOM NOMINAL 70 SCALE RO ROUGH OPENING REVISE® PERMIT SET 8/10/95 BRIG BEARING DIA/0 DIAMETER EXT EXTERIOR GR GRADE JT JOINT NTS NOT __- ! `W Ih,rharr, nl(iq 187 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51°98 IX)CUMF.NT,THE IXNCUMF.NT IS OF MARGINAL QUALITY. M WROFILMED 30X I�I�I�I�Il,lil I�i�l�f�i�l(! i������j����� � il�l�l��ii►i� � ��l�i��1i�i�� ► L�i�rli���� � i����tt�i���i � �Ii��I��l�i�� � ��i�i�i�t�ii� I�i�l�l�l�l�l� I fjl�l�I�I�I�i (�l�I�lf I�I�I� ,�.�-�•-1-NOM "M IN CH. 1nIE11EIE11LlE1u u►11un ludlul tlnl111t nL11nu nnhnl In1111n hII�In111111h11I 11n r►I+hu1111u 11nh1u mllnlllllnlnu rnlllrn nHln11 ILrIh11J1r,1�ltnhudlnl 1111111u1!}11111u 11111111r nulEur 1nil1111 n1h111 n1111u Earlu1111nh,n nl,i►11r Iyl KEYNOTES 1. 2x6 O 16" OC STUDWAI_L W/ " TYPE 'X' GYP BD EA SIDE UP TO ROOF L-_---� 2. 12' x 15' OHD DRIVE-IN V) °" N 3. 3' x 7' HM DOOR LLJ go 4. SIMP50N HCCTA 7-6 HINGE CONN. TYPICAL Q 5. ALU'AINUM STOREFRONT TYPICAL 6. ALUMINUM WINDOWS TYPICAL U x 04 7. 9' x 10' OHD DOCK-HIGH DOORS ,ALONG GRID '1', TYPICAL fa m 1 2 3 4 in 8. 6'xE" DOWNSPOUT TYPICAL, SEE DETAILS 22/A6 do 23/A6 FOR O.S. GUARD LnU MO i 9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS k CONC. LANDING. o 10. 2)¢' x 16)¢' GLU-LAM PURLINS (24F-V4, C = ") WITH SIMPSON 4 HH82 0; HANGERS EACH END TYPICAL O W-0" O.C. `� • °i x 11, 2x6 NO 2 DFL �ouBP'JRLINS AT 2'-0` O.C. WITH SIMPSON F26N HANGERS °� G p 3 4 8 -� EACH END TYPICAL. 0 • o • D 12. %- PL 'WOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE 1-_ Zvi _- 1 25'-0" - _._-- - L N J 00 SEE NAILING PLAN FOR NAILING Q C h a) _-. e �' 13. B.U. ROOFING V) c A L. C) o� 50'-0" 3?' 6" 37'-6" - © I 14. 4x6 P.T. LEDGER W/ *"o BOLT O 4'-0' OC (ALONG GRID 1 BETWEEN GRIDS _p 25°-0" 15'-0" 10'-0" 2'-6 A-B k L-M) SEE 4/A5, AND DETAIL 8/A5. LLJ IL o O C-4 _-_____ _ - I s•! 1� ) 15. 2'-0' X 2'-0" BLOCKOUT FOR COLUMN HASE FILL W/ GROUT. -- • m c+N F 16. 4'-0* CONCRETE FILLER STRIP Z 0 ; -" E 17. 5' CONCRETE SLAB, WITH #4 AT 24" O.C. EACH WAY L N QE1 / WITHIN 10'-0" OF OUTSIDE WALL, TYP. �_ v �j C 18. CONTROL JOINT T'A'P. O GRID LINES - SEE DETAIL 1/A4, 25'-0" U.C. MAX. d 0 19. CONSTRUCTION JOINT TYPICAL - SEE DETAIL 1/'A4, 25'-0- O.C. MAX. Q ��t o I I �G� - _ 20. 2 x19 GLU-LAM BEAM DRAG STRUT W SIMPSON HH82.6 HANGERS, OFFSET O PANEL. W p c 21. C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE SEE PLUM13 a 4 0- 21. I 14 T-4 I I I 1 I I I 11-� O 22. 6" x 20GA. STUDS O 24" O.C., SEE DETAIL 1/A3 _ CONNECT I 15 - �� - 23. SOFFIT LIGHTING TO BE COORDINA,ED WITH OWNER'S REP., FOR NUMBER, LOCATION, TO SEWER I 16 -nl- -� _ ( - AND TYPE. A � - _ 24. TS 8 x 4 x )(e MULLION TYP. SEE DETAIL 16/A5 4 I _. ---_ -- -- r- -I I A I 25. YARD LIGHT TYPICAL AS A I I I� D - E - 26. CONCRETE FRAME, SEE DETAIL 16/A4 '0 27. EMBED O GL. BM. SE.A1 NOT O PANEL JOINT: " R 5' x 9" rV/ (3) }�" • x 6' z 14 ?5 6 - E - HEADED WELD STUDS, AT BM. HANGER: USE L 8 x 4 x 1" rl2 . LTJ ,�, c u� \ I 18 16 j 4--i 'IF F-f+ °Ul z 17 8 6 x39 ---_ 11 -- LLI 7 1 , 1 I i I - A -- i0 I ` G - GENERAL NOTES _ z c' o tZ 11 1 � a _ QA 0 Ob LI 18 I A4 fs5 1 1 9 �1 + 1 :n 1 \6 - H - '� N 6" -- � AS I O aC.J. TO BE LOCATED Z 25 AS I a. PROVIDE CONTROL JOINTS THROUGH POUR �Inl. AS SHOWN, G I OF TG 18 _ F F T / I 11 O D E E - U TO PROVICE SGU.ARE CONCRETE SECTIONS WHERE POSSIBLE. 24 I 1 - _ r x3�` _T_�-- - - - l - - b. ALL FOOTINGS ARE Q OF WALL OR COLUMN UNLESS NOTED OTHERWISE. c�J C 1 1 _ - C=1 ---- --- - --� I� -+ ( I 1 f J rTHICKNESSES. ,�- I r -26 L __ 20 % 12 I 1 A - - c. SEE SHEEP A2 FOR PANEL DIMENSIONS AND _S Q C �C 9 EA5 1 - -• d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES WITH OWNER'S REP. �-- t9 AS A4 _ -. PRIOR TO POUR OF FILLER STRIP O ON GRADE SITE OF BUILDING,17 m a I I I I ! 1 1 1 1 1 1 1 K 20 �5 I I 10 1 �16x x24 `�` __015 8)(x31)¢ 6-x x24 A3 I 1 1 1 1 1 1 1 1 1L- A4 9 �� v 9' -6' i ��4,� 1 TYR. N 201 I I6 +,+0( 4I 4 I I Al H A5 1 I - �F --- -- d x24 6�(x31}� r+ ' --- S-NK24 I I rC.U. I T I NAILING AND STRAPPING PLANz ! A6 �6 s `9 O i of i 9 - NTS W c)< ' , I A5 4 I �--� I; I 21 I i �• I ' A. %' PLYWOOD W/IOd O 6" O.C. PANEL EDGES AND 12" O.C. N i 1 21 11 18 INTERIOR SUPPORTS It� A 265'_0 ` A4B. 2}/x1'9}¢ GLU-L.AM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d Z �� r +leo x31J� -_1 1 r - r' i E-yx31j� ` X14 O 3" O.C. SEE DETAIL 11/A5 a, >? F r- -� s -- -- -- - -- - - -- fTyp"," -'' A5 C. SIMPSON LSTA21 0 6'--0' O.C. ACROSS F;RST PURLIN LINE, NEXT TO GRIDS 1 k 4. �+ a� - ELEC : C-1- C"1 i L� 11 1 B 21 3 , TELL I J_J 1 1 1 - 1 � O 0. GOUBLE RUW OF 17d NAlI-S O 3 OC FIRST 16 -0 CF EA BEAM, �1 E. NAIL BEAM W/ 10d NAILS O 3" OC STAGGERED, FULL LENGTHo I 1 I 1 F. SIMPSON ST6L36 PURLIN TO PURLIN O BEAM W/ (15) 16d NAILS EA.;� 2 a 1 A6 I I vi SIDE OF BEAM O GRIDS B,C,D,E,F,J,K do �_, SEE 5E'CTION ON 7/A5.d,U �1NNA5 1� ( � Iet5 �� 1 1 I _ G. SIMPSON MST60 PURLIN TO PURLIN O CONC. FRAME GRIDS J, F. k C ONLY. W pQ 22 13 1A /91 I I AI_LWALLS i 1 W o_ I +,u1 SEE OETAII. 17/A4 FOR NAILING O SHEAR WALLS I u A6 A6 O 6 x31 6-f x24 _ I • a,v' +-- -i - J:1 o H. DOUBLE ROW OF 10d NAILS O 3' O.C. ALONG PERIMETER AT I " 4 L-r lO O` I ' I l`7 TOP PLATES 4c LEDGERS, SEE DETAIL 3/A5. / f------- - \ o A3 l i 1 I sri' c I I 19 I I 23 yk; ( -._CART A6 ;n , I PURLINS ( i I I 7 r I. I o l 1 A3 i I �� l _1 B xy4 r , �� 6--9 dl)t � 1 � 6)(x24 O I I j L.L. � L t I I O O i 1 27 I `.r 7 i t I I I 7 I �, D ,1 in HH r 1 1 I 23 I I 3'-2 1/1" TYP ,^'-+2�2" TYP I I N 3 1 I OF FTG 21S OFF TI; -.. I i 4 I f i B x31 (155 W iMN1S �'' I x 1 - -- ?f )4 I 8 3 1*---- 1 I 3'-9-Z� 1 Y , �'y��pp� • � 1 r A -F- C - `k Q 25 I I ROOF SLOPE I I v OF QW' Xa. 12 s r ' 61 41 A36 DATE: 1 I6 x24 E , 6�(x31}� I 6)(x24 I v I DRAWN BY: K --- - - -- -� I I I J ; C= 25 , ENLARGED ENTRY PLAN a3 III - - e I O t I I - _ - 3/8"-1'-0" 6 SLD/GSR A6 1 1 i I CHECKED BY: o 1 ( ODD SAY 8'_(' I DRW 26 ` 1 N i ty 4 I REVISION EDITION 6 x24 I 5 4 s °1 CLOSING I Q x24 -- I e x31 ; I -- LEGEND DATE": 13 I �. - g I I O T � I � SEE FOOTING SCHEDULE oI 3 21 11 - 21 I I �1 PANEL NUMBERS c 1 1 s `4 I1 --- - - - -- _- A I I -- ---I- 1 ----- -- - I� - -- - - --- - _- --_ FOOTING SCHEDULE M l� ----- - - -I - - - -- YE-i - -;t- _20 A4 3 G •OI J2 4 10 MARK LENGTH WIDTH DEPTH _ LONGITUDINAL TRANSVERSE REMARKS A4 1 2 U A4 REINFORCING REINFORCING Q,4) 0 11 - ' SEE SPECIFICATIONS FOR ENGINEERED m SHEAR WALL_ 12 1 2 I 3 10 1 6 ( ) # FILL REQUIREMENTS. CONT. 3'- 6 1'-0 4 5 x CONT. 5 O -0" O.C. _ 4'_7" 4'-7" 2'-6" -4'-7" � 4'-7" " " � MACKfN74/SM10 a AsscaAr[,.�: v SEE SPECIFICATIONS FOR ENGINEERED res. au rtu»+rs gE^EWrED ALI -or 08E'-9" 6'-9" 1'-2' (8) X15 x 6'-3` (8) .'i x 6'-3" FILL REQUIREMENTS. n+� cmavnmcs�rae 'W rtn v K hF�SrtrC A ALES yy.. 25'-0" 25' 0" 37'-6" 37'-6" avt au r e rrcv�'i6= o SEE SPECIFICATIONS FOR ENGINEERED o� w�Ki'rNuo"MRAC MAS+t I 40'-0' 45'-0" 40'-0" O131-0. -0" -2" (8) X15 x '1'-6" (el �I:i x 7' FILL REQUIREMENTS. - ---- - - - _-- --- --* SEE SPECIFICATIONS FOR ENGINEERED SHEET v0i 2 O CONT. S'-6" 1'-0" (4) 95 z CONT. #5 O I_-0" O.C. FILL REQUIREMENTS. �� (I A3 I o FLOOR/FOUNDATION/RaDF FRAMING PLAN Al I 4 1/1 6"=1'-0" OF 6 I JOR NO. o ' R ?_95190 7236 SW Durham,Bldg 187 RE�SED PERMIT SET BUP 95-0293 4 019 � I i ! IF THIS NOTICE.APPEARS CLEARER THAN THE OCT b V99 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. NIICROFILMF �I (jl(Ill�ljijljl I!i!I!I�{!I!I I!I�I!I�I!I�l I I�IjI�III!I'1 I!I!I!Ifl;l!I I i�i!rl!(ljl�l I�i!1�1�1�11i I!I�I!I�I�I!I Ili�l�l11pil III!INI 1111!11111111!Illlllili!IIIlIIHI!1i11 IIII!INI IllijllN NIIj1111 HHjlill n11lIl1I 1lII!1!II!Illljllll ulihul lnlhluhinlnll lilljl111 III11nn IIIIhIIIItII1�lIn11nll1nl.n1�1111 INI!I 10 Iltthll 11N111111�tn111N��1111111111;t enhnl unbm 1n1h1n •o C_ KEYNOTES _ F�_ 1. 9' x 10' OHD DOCK-HIGH TYPICAL O WEST ELEVATIUN do Ln 2. DOOR ARMOR TYPICAL -- SEE DETAIL 2/A3 on N 3. DOCK BUMPERS TYPICAL O WEST ELEVATION O► 4. REVEAL, TYPICAL., SEE WALL SECTIONS SHEET A3. 00 5. ROOF LINE BEYOND U N o N 04 6. GUTTER, 8 x B. SEE DETAIL 24/A6 FOR EXPANSION JOINT 0 n r3 7. DOWNSPOUT 6' a 6" SQUARE O B. PAINTED CONCRETE TYPICAL o a. ;n; 9. 12• x 14. OHD 10. 3• x 7' HM DOOR • o) rc C: M Q 11. ALUMINUM WINDOWS TYPICAL - oO U_ 1 12- STO FINISH OVER DNS-GLASS GOLD BOARD TYPICAL • o n • 13. ALUMINUM STOREFRONT TYPICAL V1 ' 1; L j L �� 14. FUTURE OPENING HOLD BACK EDGE OF REINFORCEMENT 6" TYPICAL - O O N� • � 15. (not used) 0 c o c 16 FLASHING TYPICAL +J 0 r 17. METAL STAIR AND LANDING -- SEE DE(AILS 2/A6 AE .3/A6 IBJ a p ON 18. (4) #5 EA FACE EQ SPACED N • m o 1 I ( I 1 I ( I 19. (2, ,15 O q. EXPoC� END REINFOhCEMENT 2'-6" PAST OPENING L. �'► SO 31 A3 20. (5) #5 EACH FACE EO SPACED ��J 3 in 1 22 I 21. (3' ,15 EACH FACE EQ SPACED H o c~. 16 ! C25/ 22 33 18 32 22. (7) /5 EACH FACE EO SPACED (_J s Q 2 c � ) T 23. TS 8 x 6 x 3/16 MULLION -SEE DETAIL 16/A5 Q U o t 0 1: P � ` _ SEE PANEL-7 _ . o n ----- - - _ 24. GLASS PANEL. ABOVE IN HM FRAME •i o c_.a SEE ',IEl SEE P NEL 7 SEEP EL 7 SEE P EL SEEP EL 21 E EL 21 5. YARDLIGHT MOUNTED AT PANEL do 2'•-0" BELOW TOP OF PANEL 4 �� -- � - -- ---- .--_.. _ - 2 _._ ____-_ • � 26. (not used) in 27. TOP OF ROOF BEYOND -- --- - ; - - b 28. (not used) 29. (not used) Ljj o FTT - r Ly- FIT 30. (not used) - - �--- C - - - - - - -- - - - - - - - - - - 1r - 31. /14 AT 12" O.C. VERT. AND HOR1L. O � OF PANEL -ate=� _ � -___� �__ -- ___________w� - �� .-____. = r�.�•:. -- _..ter--- .� ___- "'► 32. (2) /5 O q 0 { 5 LAJ 11 14 iYP. ALL OPENINGS J3. CHORD STEEL SEE 1/A5, 4'-0" BELOW ROOF T`.'P. L UD Z (' D 90c) �2 � 11 13 V) cy) 00 _EAST ELEVATION PANEL THICKNESS = 6 1/2" U.O.N. Q 2._ O V) M � c11� T E F G N l K L M GENERAL NOTE _ J Q A B C - Pc = 4000 PSI FOR ALI_ CONC PANELS �n m ` ( D to" �-' I 4 16 I I 1 A3 3 I PAN COLORS �-.- 32 7 1 2 4� f , 31 I A8 / 1 0 A3 COLOR /I BUILDING BASF, AND RFVtiAL5 C.) lqi 5 1 _d I 7 (20) 25 I 7 /) 25 c) � 16 5 COLOR /2: STO fINI%1 • GYP. BOARD SOFFITS V 3118 25 6 2/ 31 3? ! ?0) ?1 321' 20 1 ) l_... �� < 20 �� C �T _ - T _lye_-_. -y DOLOR rl: AL EXTERIOk MISC. Yl1A1.: ►E; OH.D. CL - c.. rsrrait�n�sar�-r. �._. -�� 1 NANDOOR1. FLASHING. 'AUT TERS DOOR ARbOA, NANURAt!S, y� AND STAIRS. 201 20 SEE PANEL 21 SEE PANEL 21 Sff PANEL 21 20 SEI. PANEL 21 SEE PANEL 21 SEE PANEL ?1 in AL I=YL SEf PANEL 21 SEE PANEL 17 (DPP. HAND) DGNN-SPOUT GAUWDS TO B[ BUILDING BASF DOLOR. 23 l` EX' PTnIJS UOK4- iPWTS PAll4T TO MATCI4 SURFACE MOUNTED ON, as X33) 19 --- ---- _ 1 1 -7, TeFTO 18 2 19 20 21 32 r 32 23 24 25 26 1 27 3 L U 23 10 17 15 17 A5 A4 Z O WEST ELEVATION O LA_ PANEL. THICKNESS = -6 1/ " L 0.N. 1/16"-1'-0' 7 Z w LLJ _j LLJ LAJ Z <.> 3 4 Q Aa ! 32 I I i 31 20 33 �0j , T _ J6 YL �LD Rey SEE JANEL 16 23 SEE NEL 7 SEE ANEL 7 • c� � - --i-_ 7 8 { \ r rr /, r A4 POft1MHi1,1 " r NO EOi�ENIFIGS i 1 . OF DATE: nS 20 n A4 \ C32 a 24 F-31 (t 4� �11) � 12 A4 1 10 DRAWN BY: SOUTH ELEVATION SLD,/GSB PANEL THICKNESS - 6 1/2" U.O.N. 1/16"-1'-U" CHLCKCD BY: ) DRW REVISION EDITION s CLOSING DATE: N 10.95 3 2 I < > 1 16 4 1 4A4X\" t2 A3 35 - I I 4 SEE r• NEI. 7 8 EE PANEL 7 :ISE P NEL 21 33 I I I I I lL MACKENZ*./SAITO k ASSOC11.1ES.PC �' IN95, AI.1.RIf.Nn N(.CFF'VET � _ - Nn"^nM1uN S THE PppOP[%Y 1 Ck[[ E Q (�R�SOG^TE PC I(y/,7-1 _ ' _ 11 , �•( ��... N � I i I I I A)fAE/IlOII11,^, a�gajT'�J�E���1,11K O A II PIPIX7 ifTIEN Pt h ',IC% !X M/7A SHEAR WAI_l� J - NO OPE..NING ' _ SHEET at -- ---_ rImo- -,_(Y_ �___i 46 (11) r 11 1?) 1.3 I 15 + l_J\3 I ! ; L �' A 2 CONC FRAME � PANEL THICKNESS i ELEVATION A BUILDING SECTIO NORTH EL N_ _ _ -_ 1/16'- 1 0" A2 PANEL THICKNESS - 6 1/2" U.O.N. C 8 s J08 NO. r 295190 723E SW Durham,Bldg'87 REVISED PERMIT SET 8/10/95 m N BUP950293 �,_ �-�_•_•_•_,.,.,�._-..__,...�,._.__._..___. _. .._.__-.,..,_,.,-.,,,,-,.._.M 50f9 .-___. __._-.__ ... __._. ._._..___�.. ._.._Y ...__..-__.._.- ... __.--_.ter_- ___�._. -__._- ._-..... _ ..__.._.___ ......._ _.�_.__ _- _-. -..•_ .. IF THI"NO1'ICE APPEARS CLEARER THAN THE OCT 5 1W8 DOCIIMBN7',THE DOCUMENT IS OF MARGINAL-•QUALITY, MWROFILMED !III!�!i�li!iil!I IQIa1 I I! !I!;!I!�!i!;i��l{Iilil!�{III! !SIIt;,�lllll !i�i�i!���! � !lil►il�!li�' !f!IIII,1�!11 ( 11111�141�Ii{ I illlllt�llil!!I l il!�i�l�l�!�I I�Illylll;l�ij Illllttt Itllltlui+ttlhitl ttuhtll!Imlrler unhtll rmhnl mrhrrLl�iul►ul Imlrlu rinlllrinrlun Inllun I,u6mllmbm nrllm:IIIInrllnllluntlliri�1111��iI11�111 unlrn►nlrlarr rrl+lmr nrhm trtllmr rrllrw nllrrr�i ininli nu0nn,lmlllrltm ..araillr.w�.uur_ilv.,�,.�_ .__-. _ _��_ �- �a_r..•. .OYf1�La�fY� ........_ ..;...:..:. ... -. .�r"w I KEYNOTES 1. FLASHING L 2. BU ROOF ON PLYWOOD, SEE PLAN -� 3. 8x8 G.I. GUTTER WITH 6•x6" DOWNSPOUT cf� I 4. BIRD SCREEN W in in go 5. R-19 BATT INSULATION W/ WHITE VINYL VAPOR BARRIOR, TYPICAL f-- o N I 6. TOOL INSIDE PANEL EDGE TYPICAL 7. 1J4" REVEAL, *" DEEP. Cx N D 8. 6. 20 GA. METAL STUD AT 2'-0" O.C. C M 9. L 5 x 3 xJ4 x 4" AT 4'--0' 1C. WITH 3/4"0 EXPANSION �NCHO►?S 70 CUNC. 10 i PANEL AND (3) /110 TEK SCREWS TO STUD UI 1- 6 0 10. DOOR ARMOR - 1/8" BENT C WITH ,#3 x 1'-0" AT V--0" O.C. Q o a In A T �y 11. ANODIZED ALUMINUM WINDOW SYSTEM WITH 1' INSULATED GLASS Z • � X 5 - *� � 12. EDGE OF CONCRETE PANEL BEYOND 46 c M 1 2 \� 13. SHEET METAL COUNTER FLASHING • o O '�..J ' ' 14. 6' OF FREE-GRAINING GRANULAR MATEk1Al, (SEE GEOTECHNICAL REPORT) (� T LATE 13 15. CONCRETE FOOTING, SEE PLAN FOR SIZE AND REINFORCING �` cy p O I T/PLA TE a �- -- - -_�- _ - i1. ---- Vf 22 _ D 16. 3/4' CHAMFER � C •• -- �` - -- C Q O1 17. AN[ STRIP > I 17 18. GL.. BM, SEE PLAN Al FOR SIZE L j Q c O N 4) 19. 14 GA. TOP TRACK k BOTTOM TRACK W/ (3) #10 TEK SCREWS, -- • m 0►N 722) "'05 J T' _ TRACK TO STUD, COPE k BEND STUD AS REO'D N m aj TiUEAM T LATE 20. 14 GA. TRACK Z o � O A y 9 z. 21. 6" 20 GA. STUDS O 2'-0' O.C. O RECESSED ENTRY W/ EXT. 5/8' GYP. SOFFIT LLJ I { I I l ( 22. SUBPURLIN, SEE PLAN FOR SIZE Y a N c ` ` 5 23. RECESSED ENTRY, SEE PLAN FOR LOCATION U j- QT a c b 3 24. 6' x 20 GA. STUDS O 16 O.C. W/STD FINISH OVEk DENS--GLASS GOLD BOARD � � � to O t I -- 35 ( 5 ON EXTERIOR. �, 4'-0" O.C. CONN. TO (BOLTED VERT. STUD) � a �a a. 36 I 25. 6" x 20 GA. STUDS EA. SIDE do O - W/ (2) #10 TEK SCREWS O EACH END, (3 STUDS PER 9'--4- ENTRY SOFFIT). • - _ - It 26. EXTEND DOOR ARMOR fO ALIGN W/ BOTTOM EDGE OF SILL ANGLE, 7 TYPICAL AT ALL DOCK-HIGH DOORS j ' ��y ! 27. OVERHEAD DOOR, SEE PLAN FOR SIZE AND LOCATION W / _ - - ' I 28. PURLIN, SEE PLAN FOR S!ZE 29. CONCRETE SLAB, SEE PLAN FOR THICKNESS AND REINFORCING • I i 30. STO FINISH OVER DENS GLASS GOLD BOARD (SEE DETAIL 9/A6) W Q 31. L 3 x 3 x J4 x FULL WIDTH W/ #5 BARS O 1'-O' O.C. �_/3" � Z J I I 32. #4 O 12" O.C. 9 33. #'4 O 2'-0- O.C. SEE DETAIL 15/A4 0 Q O 34• #4 O 4'-0" O.C. SEE DETAIL 15/A4 • 35<3/ . CONCRETE PANEL SEE ELEVATIONS FOR SIZE AND RF.:NFORCJNG 36. 4X8 WOOD LEDGER, SEE DETAIL 8/A5. W �- 35 37. OVER EXCAVATION k COMPACTED ENG. FILL BELOW FTG'S., SEE W jSPECIFICATIONS, TYP ALL FOOTINGS. Z o I• � O (� O Z DIMEN� _ - 1 7 � � _� 1 I 0 POINT pp F � LL J �) - p Q 0 I •I � O� ,• Q I • I ' - - 19 ill I ` N • N • I • _ I 10 I ( I -0 I 1 1/2' I 4„�� I �,10 6 1 1 Ar ~` I . i . � .7 o CLR. C I Z. I 12 10 I i O 6 N . i •I I � 25 I - F- _ Lli -- -- I •I , O O I U A i I (A 04 g 16 I I I 19 I I I 'Y 1 I 30 I i � I -I I i � I �• ----027 DOOR A i I i . I A6 I i 23 i p - �- Alt 10 In T- �� J_�11111 -- I. 10 Df WI 4 16 A6 frw � ► \ I III g / NOTE: TOOLED JOINT 1/2' DEEP I l l� 24 i1 z ` I I• / FILL W`1 SEALANITT (FUTURE C2 NEL DATE. 5-18-f16 0 30 I II W I{ FLASHING AT STOREFRONT) w DRA*4 BY: 'n 29 34 39 I l 29 33 C;Sd,/SLC) i 21 I I 29 II (r.� I 33 2g �', CHECKED BY: N I I SLOPE FLOOR. LAST 6" O OPN'G. TYP. DRW _ SLOPE cv w FIN, FLR. I, FIN. FLR. -- -- - ol A6 l� FIN. FLR. -- + \� u... \ FIN FLR. •-- i - - - _ -- RFVIS ON MUNI V wVf 09I EDITION 1 CLOSING o 00 � 2 U6 r' v .0 lr:I 1 p(I nil 1 %tl il, :w -w :�+ b> > •go4,•.•u 4u u' 1DlbUt'll i6'D5311Xb1Y'UY OYFuE U t0 bDf o6 DY o J1 ,•i •, a , I ¢ e�' tix .:'•v �' •.Ik c i r' % - -a, �nd'tiii 0?0 1'�U•RI�• RO' 0 AO'1Al o aI n 'i +1 a-78'1 ,., 11 B✓YiR 5- �y '� tin o I .dctltRnvRO'�al�•3fld%nd I. � d R c v �d o d i a p p § i i ?nd ,%a•. 4 p 4>�r � 83�p° � � `1W�i• � dBUq r o d o Iv v d v, vy,e r• • _ k �` `�('`�8•"d�Nt„$r�� .'t;',i`�.°F"°�•: �f�`t�e P� _�//I/• Uri �-'` 0,' x' 0' u q�p�� , '0 a yg QAU_�(I 21-11r1Un 10 !��il A� llll 0`YOrZ IT•g •.." d•i110,a�,; „ti,b. -- 'Y h �`Q'b��snv, � ',n ,l���1•b�'ar'Mon bn �I�' W•III• %OA � l�N.�fn'i�nf�f f��`i't �r f�r���i.%Xf 0 � �'�-:'f` fn�+i�'. .,X 1(' .R;,•S`a�'o.� �:i't „�'SS't��`.' e t t•„- t t e t•• ,n fl e t 8 �ATi:.' -- nd ----" • I• 14 } 14 I 16 a 10 e5 � I � I { %na`y•q . _ 0 RO 70 .•''cY�� 14 I -HI • 0 W I IL 11188 .I'd I o I � 14 I i �,w .mob. I .'°• r` t �- t L r 02 > -I I I_I 1 ! 1==�I 1==! i - � ._ , II1.1=-I-I !M --- GRA ! I I FIN, GRADE - - i•I I~ I I- =1 L I�.. FIN. D I M -ti - _ _ _ f -- _ _ II ,- (• l 11 o i $ �'1. MACfeFNI1f SAITL R A55pCIAQ R,PI -r _ • • 1 I 'YtImI OSo0ko0dallR " �T 1 • I ^ g r ut; ll �ofi' 1pa�, AI.V. RIGHTS RI:SENKC ,l osotr YnVup 11,RUnW m C. 9ANINCUS Mc .PE�ir • { • _. .= 7/FOOTiNG J .......-.. V� _ _-_._-_� U T---.___.- •.I I-_•`�'� I�•: 1 1 __- _. _.___ _ - W(Ep6N ANY'4AN�Sq "PM?I A1MF T/FOOTING PPPRRRiwt Mf °��" .. 7-- T/FOOTING ITTFN PERMISSIW V,S I T OUTING �:.��I ' I :�I I _..._�__ �ii i ,�._ I; 15 - _ �� I -) Iw ..I I 1 �I 1.►- Q �'` 1--_I I I��� I:.i o { E _ • . 15 37 SHEET { % Tw= _ _ � "IT • •.� I-- ii i 1- � _3" FLR•, � y� i I _ ;III--. ,� � � 'L �� I t--_III- ' Iii ( Iii- -`•' � '� X S' � � 37 1 CLR. ) ! X v 1 2 1h'ALL SECTIONr3_'�WALL SECTION a WALL. SECTION OF 6 _ -- - 3/4 ,1'_p AT DOCK--HIGH DOOR 3/4"-1'-0" Q3 AT STOREFRONT (SIM O URIVE IN DOORS) 3/4"-1'--0" AS A7 DRIVE-AN DOOR 3/4"-1'-O" .IOF3 N0. 295190 7236 SW Durham,Bldg 187 REVISED PERMIT SET 8/10/95 a BUP 95-0293 6 e IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMFNT,THE DOCUMENT•iS OF MARGINAL QUALITY. MICROFILMED �1111II 1111 NMI jIIIII { {i i{i{i�iii{i{iii 'IIIVi��lty�{i{� lulntt tutlutt rulnn nnhnt!►lltllnNtnlinu nnhll!nllltlrl rrrrlrnl rnllwlt unl�nrttu!lutr nrlhtrl nnhultrntllrn tnIlinl inllnnlullhunali�tlntlnlhln nnlntl ntdtltt ntthln ilnlgtt mart u111tw tnhtlt nallm ut1i1u1 unlan r 1 , .. �'�'i�c-4 :;.1 Ia,bv-- t+ .1 +hj��d 17�`'. li?rr'�7•�•ri ,;.;:", t r, .?ttr d �';t�lP$,- -if"4x9': , -- 1/8- RADIUS TOOLED EDGE A- „� l -112'0 x 1'-0' LONG SMOOTH DOWEL • 1'-U' OC GREASE - - -- - - ---• AT OJR UISE /41 x 3'Op DO NOSTRIP` x -(L) /5 AT 4' O.C. • GREASE (SIM GOND) (/) - �_ ^ _ � x6' x3" W W) N ONCRETE `l A8 C� 00 'YN 'A' 1-• 0 N SEE PLAN 1:JR THICKNESS & Q r -- r.111"T1. REINFORCEMENT A -- c O 6• * 6'; U x C4•V ---- — - — -(2) #5 AT 4' 0.C. (Aa m M -- —COARSE GRANULAR BASE m 1 DO I I ED .Inr.'V T Q a v INSTRUCTIONS• K 0 I I. DOWELS ARE TO BE 5AwN (OR IF SHEARED, - --- L 2' x 2' x g(e' x E' GRIND ENDS TO REMOVE DEFORMITIES). ��TM rp1 C - 0 U. VVI�Il7 1 f14 I IMS! ----- — 0 7�1 •pi Q ` S f A cNnC) fi Q 'chin q c o 0) Im ----SAW CUT )6" x 2" /�-' 1/4 v THICKNESS, MAX 25' SPACING. Cc n -- -� LLI O N p -------.-----CONCRETE SLAB, SEE PLAN , `'\J • m ^ FOR SIZE AND SPACING i -- OF REINFORCEMENT. (2) r5 x 9" W 06"" x 3' x 8" C ----COARSE (27ANULAR BASEC NNECTION "C' � S Q U N,t O l Cf 1`--------- B=16 PANEL THICKNESS + • �J _ USED 3 NOT OF►ED 5 NOT USED - CONSTRUCTION CONTRO_ ' JOINTS z WELD CONNECTIONS _ 3 NOT U _ _ _ _ _ _ __ ,� 314•=1'-0" /0►4 NOTE: REBAR MUST BE ASTM A706 N.T.S. A4 �b4 �4 W Ls.J )1�3' -�(" CHAMFER TYP. U Z x 2" r 4' cr 3/4" MAX. SEALANT �� 0 - EMBED W. SEE DETAIL 2/A4 1/. MIN. " -- BACKER ROD N cr) Q TOOLED JOINT O INDIDE FACE. a CONCRETE PANEL ow WPM u --CONCRETE PANEL —�� ,., O ----TOOLED JOINT O INSIDE a EDGE, TYPICAL. „N, f> (* -- • r 1 C7 Q INSIDE FACE I M' I I _�_ -- -_ ___•__ (� �7 C) I r—- ------------� ` r -------- ---- �' w ____ ___—_.—__—_-_ �...1 r --�(• REVEALS ` � � � I I N I I II�SlQE n �_4 1 d �� I m C) • • • • • --�--_ -i �' --- ---------------- �� I I I \! �." rg L - --- -------- - 3 +_- - -�_ • • v stir I I I I _ (f� ! • -.E- :'�+- ' I i —BACKER ROD (� 0 � .� EMBED B, SEE DETAIL 2/A4 � �� .40 �"- �(" CHAMFER TYP. 1 1/2-- H jj,�(QF 1�1`�' OU(SIDE FACE ; -� 11 a 9 k CLR. " � I BACKER ROD I I r V I U '1 1/2� CLR I I I I I {� V \__00TSIDE FACE OF CONCRETE f YP. ++` � � --S:-:AL ANT iv I i -----SEALAN PANEL 3 "4" MAX. • \a 1� II I L 2 x 2 x �6 x 5' LONG I / ._ 1/2" CHAMFER 7YP. > v I I I ` 1/2" MIN / _ ► i r` EMBED L1', SEE DETAIL 2/A4 �` I I '� I - Uj Li NUMBER OF PEINFOHCING I 1 H vrV EQUALLY a �I I o EMBED A, SEE D.-TAIL 2,r A4 41 NOTE: PPOVIDE CONNFrTi 13ARS VARIES, EQUAL SPACING �- SPACi.0, At 4'-0' O.C. MAXIMUM I I Z SPECIFIED EACH FACE 2 1'-0" ABOVE FINISH FLOOR I I NOTE: PROVIDE CONNECTION EQUALLY NOTE: --SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS -- NOTE: AT PANELS WITH DRAG STRUT SEE - SPACED, AT 4'-0' O,C. MAXIMUM 3/4" MAX. 11/A5 FOR PANEL LAP, DRAG V-0' ABOVE FINISH FLOOR TO 1/2" MIN STRUT PANEL CONTINUOUS. 1'-0" BELOW LEDGER OR (TOP PLATE) s NOT USED _ _ TYPICAL PANE_LLEG REINFORCING e_ END_ TO END ___ rq��PANE TO PANEL_ C_ ONN. �o PANE PANEL CONN. NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT 1 112'=1'1'-0' PANEL_ 10INT 3"-= 1'-0' INSIDE CORNER - 3"=1'-0• OUTSIDE CORNER 90 DEGREES 3"=-1'-0• _� SEE EMBED DETAILS NOTE: -SCE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS Q -SEE EMBED DETAILS -SEE EMBCD DETAILS i L LJ ---COL., SEE PUN I //,---SHIM BAS �' ONCRETE WALL PANEL 1 % -SHIM SPACE W/GROUT - 2'-0" x 2'-0" x 04 DOWELS BLOCKOUT-GROUT FULL AT 4'-0" OC TYP UNLESS NOTED BELOW: o WITH CONCRETE K - BLDG / PROVIDE DOWELS O 2'-0" OC O CONCRETE FLOOR SLAB __ 186 _SOUTH ELEVATIONF- -_ SEE PLAN FOP THICKNESS 107 NORTH ! WENT ELEVATlONS (• AND REINFORCING 188 NORTH_ELEVATION 189 EAST ELEVATION D ji F.B. LENGTH & 180 WEST ELEVATION L ,Ci COARSE GRANULAR, BASE: -- l� DTH AS REO'D. t-.- d - OVER EXCAVATION 8r 1' AT SIDEWALK X.W(,HE1E SLAB (n BACKFILL W/ ENG. FILL, 8 MIN. AT FG �'" / I --SLAP RE?Nr•ORCEMENT ' N1 SEE SPECIFICATIONS, T SLAB /4 AT 2'-0' O.C. E.W., CONT: TYPICAL. -L" THRU FU LER STRIP (TYP. AT 0 EQ j ��— ALL FILLER STRIPS) 1 112"- W. 12„ � � /�- FROMDEA.,.END OF EA,PANELN. _0, COLUMN, SEE PLAN / _ /�--PULL GROUT BED TYPICAL .� x;00 o ---- - ' ____ BASE �(" x 13 x 13 -uv5w MEED 'C', SEE DETAIL 2/A4 tom` 1mi WITH 4 A ITW TRUBOLT -��{ ! f r.+ C, ( ) TFT('- - - ---- OR FOOTING SIZE -- SEE a.. "f«1Mts a. Mt�.xS/ EXf ANS�ON ANCHORS WIT"H f , FOOTING SCHEOUI E AND � � I 'AIN, b" EMBED a FOUNDATION FLAKS J, t,s;-lAhp w1 t -�- J � CENTERLINE Of: FTG. AT we �� CENTERLINE OF PANEL EXCEPT �A T k`� 1. AS NOTED ON PLAN (�1 ON LR. --2'-0" x 2'-0" COLUMN r''4 rtZ ��- -ENG. FILL, TYP. SEE SPECS, DATE: SLOCKOUT 5 15-95 r NOT USED iz NOT USED NOT USED _ 14 COLUMN TO FOOTING65­'�PANEL TO SLAB TO FOOTINGDRAWN BY: A4 4 -- 4 x 4 P.T. NAILER Wf )1"0 A.B. A4 1/2"=1'-0' 314 1'-•0 GS/SLC? O 6'--0' U.C. (REO'D ONLY O UNSUPPORTED PLYWOOD EDGES) --1'L x 10 x 10 W/(4) •� x r-s• D.B.A.— [)Rw CHECKED —4x NAILER .,-----4 x 6 P.T. NAILER W/ A.S. ' _ O 4'-0" O.C. - SEE DETAIL REVISION — 2/A5 FOR ANCHOR BOLT 1/2 s" Q J( x 6 x 18 EACH SIDE�— L1 1/2- EDITION �F 1: CLP �- CO. TYP. i CLOSING s ---��LU-LAM BEAM %HERE OCCURS GLU-LAM BEAM--- 'I� 8) /8 W/(4) ( I M.S. �( � � DATE: 4 TIES O 8" Oc O - �----- ,� of I -- ALTERNATE CROSS TIES, TYP. o NOTE '— 1 9-tU 95 LAP SPLICE 17 18 3'• 3" 3" 1 112 W -ALTERNATE CROSS TIES, TYPICAL --- -- - - ---- PLACE CONN ?'-0" FROM EA A4 A4 O ♦ OF RF-INF. 04 TIES O 4" O.C. END OF PANEL & CONC. FRAME EQ. EQ.; u - , I O 0 O a �- S 0 C CONN BELOW SEE 20./A4 - CONE PANEL SEE ELEV ---- ' - - cr -PURLINS, SEE PLAN d_ - 1 -° I I I a 3' SLOTTED HOLES, TYPICAL 1,-0" i 4f e R4 t. x9 -'- - vx TIES O 8 O.C, •W(DTI I AS REO D.- o l/4 GLU-LAM BEAM, SEE PLAN F.B. LENGTH 9`�1 FH 2 x 3'-0" A706 � • �' BARS E0. SPACED MACxEN2Hf jSAii)i ASSOCIA iT.'.r C d I LAP SPLICE LAP SPLICE 1 1/2" CLR. FOR SIZE tv�s, m.d RIGHTS RESERAn TYPICAL �--� J( x 6 x 6 W/)("* M.B. IN SLOTTED HOLE: O `-' ---_.-DRY PACK AFTER WELDING INSP. THESE ���"Nas ARE ME F up Rtr A4 �, `v .'� �� NnEiu;'a A! F)Kson >l� ch= M —FULL GROUT BED TYP. �+r'iR v 1 N�aE si�w`or wT V �; — OF FRAME _ /—_— (6) 08 ` ' SHEET I m .J 24 � J4 x 6 x 8 Wf(2) "0 x 4' o o J( 3 R x 9 x S c 24" ♦ !� OF REINF. H.W.S. �` - R_ WITH (i) ;6 x 4 x 9 1° —PROVIDE X14 DGWFLS INTO SLAB 1 112 s + 1/2 10 1►.9 REBAR— I ` WITH (2.' ,16 x 3'-0" A706 _ c' - 3 112 • _ _� BARS E0. SPACED 1'-0" O.C. EACH WAY -- •`i -�___ I =------ FIN. FLR. - - - - �_ r_ i YP Q �- ` -FOOTING SEE PLAN FOR SIZE A 4 JJ NOTE: NAIL PLYWOOD TO NAILER S q OF REINF. OF REINF. ' I _- _ Ilk ----FOR REINF. SITE DETAILS U _ AND REINF. ff 2O o" 20 - ,k-_ W/ DOUBLE ROW OF ipd SHORTS 18/A4 & 171A4 4 A4 EA. END 1'-E•' O 3" O.C. - - STD HOOK �' - U--LAM CONE. FLAME CONN. CONCRETE FRAME LEG SHEAR CONNECTION AT FOOTING JOB NO. s V ,� CONC,RETE FRAME - _ n CONCRETE FRAME BEAM- 18 GL • 1 -1 -0 ;/4'r1•_p• 1'=1'-0" � 1 1/2"-1'-0• w , w A 295190 REVISED PERMIT SET 8/10/95 a 7238 SW Durham,Bldg 187 _�— a_._. _.o.._M. ....rr�.— -- �_�. _._.._ ..�.._—.v- BUP 95-0293 r•' IF THIS N07ICE APPEARS CLEARER THAN THF. OCT .5 ,998 DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED iMlwt�a m��t I�Irl�l�l�l�l l�Iil�l�l�l�I I�I�I�1i1+ISI 1 ��1�Tj1(Tji�l I�I�i�i�l�i�l l�l�i�l�l1t�l I�I'l�I�i�i�t I�i�ffl�i�1�11 Irl�l�l�l�l� ISI{I�I�I Inllm.ilnimt nnhn�nnllnl 1u11ini Nnhnl 1,mhm nnbal�nllun nnh11+unlllnl?nllml nnlhlr nlllnu��1111n11►nlhm n11111n nldnn n1n 1rd1 111h11HM1lr�1{pl N1 i , r . i 9 F J I*I RET. t0 --- X 0 X 1'-2' —.—DOUBLE ROW�- 0330 D.C., PLACE ONE ONE ROW ___ ROOF ON PLYWOOD cz 0d NAILS ---f3.U. O BOT. Tfr�1/4 ON EA. SIDE OF A.D. Z a / w O —PLIES DTO TOP O� FLASHING -- _ - SIMPSON HCCTA 7-6 TYP. LAJ M 000 4 x TOP P.T. W 0 < c Mill, - & 1 1/4DOUBLE ROW OF 10d A.B. O 2 O.C. R - AILS O 3" OC PLACE _ OVER TOP � IF l.£S5 THAN 12' N - _ - ABOVE ROOF. �� U aSHEATHING ONE ROW ON EA SIDE SHEATHING _ �v - x.- GUTTER 8x 8- SEE ELEV FOR LOCATION mi--FIBER CANTOF ANCHOR 80L? N- 0FLASHING CLIPS O e" O.C. i � - SIMPSON MTT288 AT 4'-0' to d uU U ' O ALT. CONTINUOUS CLEAT � BIRD SCREEN AT ALL •- —r--, O.C. WITH -X"11 ITW TRU-SOL-T 00 DOWNSPOUTS. - aR-19 INSULATION-- WITH SPECIAL INSPECTION0 0WITH (1) ROW OF (10) 16d -� �NAILS INTO SUBPURLIN � M---4xP T. TOP W/ �(�I A.d. _- AT 2'-0" O.C. COUNTERSUNK -SlMPSON F26N EACH ENO �-- O------e h X 6 X V-6' OF SUBPURLIN EIFVATION WITH MINIMUM 5" EMBEDMENT �' ----i�l. 8M. SEE ROOFQFRAMING PLAN FOR SIZE oO CONCRETE PANEL DAP TOP OF BEAM AS - SEE ROOF FRAMING NECESSARY' TO ACCOMODATE Q C�N U-----FOR PANEL RE1NF SEE ELEV. � HINGE CONNECTOR (n C qO�?►� - PURLIN - SFE FRAMING PLAN 1j PLAN '� +0�/ FOR SIZE ASVD HANGER I W 0. 0 0 N1/�� BLDG OF BARS �� . -6" x 6' D.S. -P.T. 4x6 LEDGER SEE b 7.45) '- • [G O o-CONCRF.TE PANEL I . N 3 J O 1189 1�� _ -- W j 1A u167, 188 (4) PURLIN CONN. AT TOP PLATE _ 3 SUBPURLIN CONN. AT TOP PLATE _ a SUBPURLIN TO PARAPET 5 HINGE CONNECTION Y " _02 " - 3/4"=1'--0" U r OA FLASHING TYPICAL 1 1/2'=t'-0" �► 1 1/2"=1'-0" A 1 1/2"=1'-U •Q q rn-(4) #5 x 4PLAN '-0" A706 RFBAR ` OOtCHOF(D TIE BEAM -0" PURLIN V.B. AT PURLINS CLOSEST TO COLUMNGLU-LAM BEAMCOLUMNFINISH FLOOR J --CONCRETE PANEL U z ROOF ON PLYWOOD $ nSHEATHING Q '�•/-- FOOTING � � }� x 1'. x 12 � � OW/ (4) *'11x4" z1/4 - a HWS T 9" GAGE--BM. SLOPE SEAT AS ZREQUIRED OR SHIM TOASSURE FULL, FIRM BEARING ELATION � ~ ____-•_ 12'-0" MAX. - � 1 'I bI _ ! RAT BEAM StAT VN.T.S. TOP PLAT�--- V� Z 9.U. ROOTING OVER PLYWOOD. 4"V-6" x V-1" W/ L 1/ 4" Bn 1+ A (4) )V DIAMETER M.N. - SIMPSON STRAP ACROSS GL. BM- TYF'. t n 3' VERT. SLOTTED HOLES NOTED ON NAILING AND STRAPPING ---�SIMPSON HUC46TF HANGER r C B PLAN �,� �-- Q � X 6 P.T. WOOD LEDGER �+� URLIN - SEE FRAMI 3 PLAN \ `A3 7 ROD SEE O JAIL l a (,Y] U FCR SIZE AND HANGER 11/I.5, ALIGN W/ KNIFE C'S .4 �-- --BASER x V-6' x 8}¢ 2x6 SUB-PURLINS. RELOCATE STRIP ASS CLOSE AS POSSIBLE _ -('TI N.W.S. BOLT 12'-0" MAX. (REO'D. BY DTL, 4/A5) TO BOTTOM OF W/0 SKEWING RODS. � Q 10 FIRST BOLT, THEN LEDGER AS REO'D. TO MAINTAIN MIN. -(22-6 A x 3 x 6 YJ/ {1} �5 � --------,COL. SEE PLAN E OF 6' FROM BOLT TO EDGE OF x 2-6 A706 REBAR �-- i; / A M P O 1N B BRACNE EACH 4' 0" O.C. THEREAFTER. CONC. - I 15/16 I I -- � SIDE OF COLUMN. SIZE -_TON �� AS REQUIRED FOR GL. HM __.__- y1.--- EMBED PLATE _ 10_ NOT USED �' 9� A5 _ --Cl. BM. F17 (TIE RODS 1 " GL F3M.) - 1 1/2"s 1'-U 8 TYPICAL COLUMN CAP —_ V.B. BRACE AT COLUMN _ _ _ e LEDGER TO TOP_ PLATE _ 3/4rat,-Ow J5 _-_i',_--��✓�', -BEAM, SEE PLAN STUD ATI ----- FOR SIDE C, SEE -- -- 14/A5 !jl• OF PANEL. Q ==-- L 8 x 4 x 1 x 12" - }4 x 5 x 16" W/(3) -('Ix6" STUDS dr. (2) , 5x30" SEE 14 A/5 SIM. /4 -L 8 x 4 x 1 x 12' _- -_ FOR TOP_t SEE 2/A5 1 - --NELSON STUDS BELOW -J (2) HOeA W/A'0 T ---- BLOCKING AS REQUIRED - . -Q }�t x 5 x 16" W/(3) It"0 A307 R00 PURLIN DRAG STRUT 2}I x 1934 W/ (4) ROWS OF )6"0 x6' STUDS dT (2) j5x30', r-1- L 8 x 4 x 1 x 8" LONG BEADS OF 3M5230 GLUE-- SEE 14/A5 SIM, BLAU EACH PANEL BLOCKING AS REQUIRED � W/(4) ROWS OF 16'0 1 �� ' -- - 1 - - — y-�— BEAD OF 3M5230 GLUE V - Irl ---- 4 `I► v x 5 x 9EACH -rT-------_ _1t t I I_� EM9_D KNJFE�'§ �PNL. � `--- —R ,t ANEL W/ (2) 3/4'8 x 6" i 1�► `----- T '2 HD20A W 1 "It) L - HEADED NELSON STUDS (n I )) e O 5 O.C. do (2) y5 x 2'-6" -- - -:l A307 ROD / u i 5 I AN7 REINF., BEND DOWN 3 MIN. 12 DRAG STRUT, - — - AS SEE PLAN FOR EMBED SEE DETAIL 9/AS _ 3J� CONCRETE WALL PANEL OF r " - -- -- - BETWEEN RODS - v — Tf.: TOP PLATE NOT SHOWN SIDE ) -X x 10 x DEPTH-1" --- --- Wi c2) •« M.B. NOT USED c- `0 A FOR CLARITY. NJ 3 t f 2" - 2 -6' l A5 l } FOR EMBED, SEE X I - BASE K �6 x 636 x 10' N.T.S. CORNER 4.. a 9/A5 r DRAG STRUT AT PANEL � � ---- --- -� � ,g ` --=�F-.-` ----_-`_ ---nOGF HATCH I TOP PLATE VIEW (SHOWN OPP. HAND O BLDG 186) 1 1/2 1 0" B - - I + � . -^ -- 1 ' a ARI • I - PANEL JOINT \ -- Srrr1S?M *T� I FOR SIDE dr BASE I�,--- L — NOT USED BEAM CONN. CONCRETE WALL DATE: �� � . SEE DETAIL 14/AS _ _ __ __ __ ----PANEL, SEE ELEV �- -- - "_ > PANEL CONN. AT CORNER AS TOP PLATE CONDITION 1 1/2 1'-0` , - / 1 R s5 � BEAM TOP � EMBED P )j x 3" x 10" TOP ;-'LATE. CONDITION (SHOWN OPP. HAND AT BLDG 186) 1 1/2" 1'-O" DRAWN BY: 3.. �----WITH (2� 1/Y� x 4` WELD J/4'4 RUNG-- L' •� _ GSB/SLD ' STUDS. WELD T.S. IN PLACE II BENT R-- -� 3/8" x 3' x 2" x 8' _ CHECKED BY: In W1 TH 1/2"0 x 3' R WUj j TOP OF OPENING 'r' ��`� BLOCKING ROOF FRAMING�J _ LAG BOLTS TO EDITION I I r�, - - 0VE!21TEAU DOOR A"! 51M11 Ar __ - _ =J / -� > SOLID BLOCKING REVISION I I If N x INSIDE DIM, OF T,S., -- -� CONDI F 1UN I I LESS )j' (W/ CHAMFERED - - 4'-U" O.C. MAX. � i CLOSING CORNERS) W/ (2) }r A SPACING 10 DATE: I I EXP. BOLTS. -- TS 8 x 4 x6 ) I LADDER 'r0- •ala I �i I I u SEE DETAIL 16/A5 FOR -- T ' 4" TS 8 x 4 x -(e I I 3 CONNECTION TO STRUCTURE �-�) �- (c_T r -C 1 ROOF BEYOND CLR. - 8 10-95 r I I 3 SIDE �� DOOR JAMB, ANCHOR PER " U BLOCKING O -- MANUFACTURERS ROOF HATCH WITH LADDER CONN. RIC1D INSULATION �. RECOMMENDATIONS TO MEZZ. - �I JAMB A7 T.S. COLUMNA �----2 x 6 TOP PLATE SLOPE FLOOR --- r1RSVE�IN�DOOR � j j - II __ 1 s -- ROOFING SYSTEM ----- -- - - - I 2 x 8 CLG. JOIS AT 2'-0" O.C. WITH �i� ` / I OVERHEAD DOOR - -SIMPSON STC AT 2'-0" O.C. I- ) - 1 / STAGGERED 4' CANT 5/8" PLYWOOD DECK • " 1 =—_- - --- —.----ROOF ROOF SHEATHING 7 149.,E AU RIGHT',RE4FRVFD QS,V / � FLAT BAR RAILS— a• ` o \ �-----5/8" TYPE 'X' GYP. SD. - 3/4'• RUNG ♦ 3/x" xSTUD5 AT 2' O" O.C. {n EC� �qA as �1R[ THEf��>rnir 2 6 w�1CKEHMm t t i A�1{)J D AR N01 (0 4E � �\ M-- - - - ---- I _ ^I WITH 5/8" TYPE 'X' GYP. BD. `\� --IN ZI'�"rrH'�"r(' <9i" or Mi.:f DOOR ARMOUR, SEE DETAIL ,- — --- ��-,\� � SHL"FT CONN. AT DOCK-HI I 2/A3 _ _ . __ SUS-PURLIN 2 x 6 P.T. PLATE- o - ---- 3/4" CHAMFER ABOVE - (2) 2 x 6 TOP PLATE -- (2) 2 x a W/SIMPSON U26-2 WITH P.R. 4T 2'-0" O.C. �l SEE 1/A3 FOR ��''� L 4 x 4 x Xe x 8' LONG W/(2) }{"8 I _ Q 3/8" x 2" x 3 ---__ SLAB TO PANEL- EXPANSION ANCHORS I / --CONCRE rE PANEL 2 x 8 STUDS AT 2'-0' O.C. HANGER EACH END TO PURLIN 9 (ASPHALT COAT ANGLE) I WITH 5/8" TPE 'X' GYP.SD, WITH 1/2"# P.B. --- A 5 o , --- i I �/ EACH SIDE - J FIN. PLR. - '� 1 3 _ 20A ELEVATION 2� SECTION . ._OPENING SIZE_ .► JAMB AT PANEL - ris`�EU.---C. OF ROOP HATCH DETAIL 20 ACCI�SS LADDER _� _� rF 6 T.S. COyNEC I•ION ATSLAB/PANEL n ROLLING SECTIONAL [a0C)R ROOM WALL TO ROOF _ _ 1'-0" _314-ml'--O' JOB N0. BETWEEN ON-GRADE OVERHEAD DOORS 1 1/2 =1 295190 REVISED PERMIT SET 8/10/95 '218 SW Durham,81dg 187 ��.-....-.- RUP95-0293 i IF THIS NOTICE APPEARS CLEwRER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALrrY. MICROFILMED 111�I�i lel I�I�I���all�l I�I�111+1�1�1I I'll�l�l�l�f�l Ill�l�l�i!1�1 n1(!T"�l`I ill�lii�ilill t�lli�l�l�il! I�i�ill(l11 illlrll�till 11 sl1111111111 �111111111�1►� u;lnn nnlnai nnlnuluutnn m;hm Imh;ll nrlll;t;Inim ;nlllm unhm nnhn�iunllltil+Hlan tnlhut 11111nn nllnlr lndnn Ind nt n1iMn ndml n111�11 I u+ HIS url�t _.,.-. Wit, - -- "'- � --- ----°---•-�-= .�__- �---- ._:.._� ,,,Y,,..., � .., --.a ......,....�. ,.,:..-. _- - -_ ...rrW.r.. F' - t 4 I PIPE _ -2 x 6 'FOP RAIL PAINTED. TYF lCAL C) J -METAL STAIR, SEE DETAILS ----CIO x 15.3 --'� 3 x 3 x - x 6' LONG W/ (2) /• 16d 2/A6 AND 3/A6. / NILTC-KWIK BOLT _�-- •-4 x 4 POST, TOE NAIL ENO 8 0 FI _ ------- �/` POST TO WALL MATH .1) _-- -- ---2}1' CONIC. SLAB OVER NAILS AT 16' O•C• - 1�_6" _ — CLR. - —T.S. 8 x 6 x X# (PROVIDE Sol 1}�" 22 G.�. ;,ALV. TYPE 'B' - WITH 2) V) CAP ? O PANELS LESS �I 1'-0' 11' (G)T O 11' W-d' METAL DE - t I - 2 x 4 RAILS ( 16d W Le) THAN 6}(" THICK) n --- - I j NAILS AT EA-"' 10ST M CD t'-0" CLEAR _ - E ---- - F..._ L7 N j -3' x T HM DOOR TYPICAL d _� _ I --2 1/2" CONIC. SLAB OVER j Q p� - '•� _ _ II --------- 1 1/Y 22 GA. GALV. TYPE 'B' ------2 x 4 KICK -- r � ! QD MC10 x 8.4 I METAL DECK �' x 1N • ___.----- S:MPSON H3 • Bl.(X%KING p •h o N ® -- LANDINfRFSRAtiI� 'r —� - HM ODOR .� TOP O BOTTOM M 3 / j CHANNEL—ONN. M -L3 x 3 x 1/4 W/ �( 0 -5/8' PLYWOOD DECK ON 2 x �' Q O O � I - _ A6 rn TsMANDR IL - - , AT 2'-G" O.C. P.B. A T 2'-0' O.C. I C a 4 x 4 OST- 5 0 20b (LOCATE P.B. AT CENTER A6 A5 / OF ANGLE LEG) + o -----LADDER TO PLATFORM T AT _ _ - Ol1BLE ?. x 8 RIM JOIST • �O AT b'-10't R.F.F. `'' ? "- - - THRESHOLD O DOOR "' U 1 • i ! OCKI P G ` -- -- II II - _ {2) 12d TOE NAILS EACH F- QVI O O OST 7 -SAFETY CHAIN _J J L__ Y ! ENO OF BLOCKING _ oc - - _ KI CN SIDE HIGH GUARDRAIL I // \ - in L3 x 3 x O ALL p• LANDING EDGES `I' -�.- $ Q •C x r{ x -2 x 8 BLOCKING EA (/') i O�Os ----2 x 6 AT 1'-4' O.C. _- ,.ru� I OF POST � 4. c / / IK EA C� h -- 1 2'M THROJGH BOLTS -- • m poiN W 5 8' 1 YPE 'X" GYP. BD. `� OI 1.S.04 x 10' SE/ 2) / W p p'V EACH SIDE, FIRE TAPE 14GA. GALV. %" CAP :ry W/WASHERS EACH SIDE o O M P-•� o f PRE-FORMED STAIR 2'-0' Z I • - t 2'-0' O.C. fYP. �` 3 PAN W1 CONC. 2 3 4'0 HILT]-KWIK BOLTS -- 1D� 2 x 8 BLOCKING EACH SIDE V� FACE OF--- �, - ----� ) / CONCRETE WALL d v I.. o� 1._0• I FILL. 2'-0 - 7----- � POST Y a� C _--------LADDER f0 ROOF ( 4 T' W/3 1 EMBED !11 • - SEE DETAIL 20A/A5 A6 � i I1' _ U C:).2 C k CONCRETE WALL LATE V4' x .3' x 3' WITH s-_� 4 x 4 POST— Q L D�O L 3/4 M HILTI KWIK BOLT -I 1'-0.0 r 1'-0" CONC FTG TYP - I�� '+► --_ _.__ RO`ADE CAP PLATE J TOP VIEW Q C7 d IL 200 ----- ---i?OOF SCUTTLE SEE 19/A5 _ 4 STAIR TO WALL CONN. �AS FI ECTf" ROOM 3 METAL STAIR SECTION -- 11/2"_1,-D• s GUARDRAIL DETAIL _ -314•=1 -0 s1M A 1,2 =1 —o A � ELECTRIC ROOM PLAN _ METAL STAIR PLAN �-1' TELEPHONE EOPM'T ON MEZZ. (SHOM.' OPP. HAND O 1/4'=1'70' (SHOWN OPPOSITE HAND O BLDG'S 186, 189, & 190) - 1/2' 1'--0' BLDG'S. 186, 188, 189, & 190) 18 Z A6 N. - ALUM. WINDOW SYSTEM Q o Ln � - t..LJ L, 0 C ) Z V) Cy) pp FLASHING i - •14GA. TDP TRACK 0 T- W ----SUTURE GYP. 80. 7- STO ^ STO FINISH OI ER DENS - (J O GLASS GOLD BOARD --1 1/2" DIAMETER PIPE 6;3 COLUMN AT 4'-0' O.C. Z o SET IN EPDXY OR NON- � Q Q r SHRINKING GROUT W11 - I IR-19 BATTNSULATION I — ' 20 GA. METAL STUDS AT 2'-0' 0.C. :D FLASHING- j 21 2 1(4* DIAMETER x 8" CORE m G A6 DRI 11 HOLE nn 24' U / ---#4 O 16" O.C. 12'F e NOT USED NOT USED '��� I °- A6 -. ---_--- - -_-_� CONT. r - --- - ---•--i--�-- STO FINISH OVER DENS- R-19 EIA f7 INaI.JI.. j GLASS COLO BOARD. 8 NOT US,E SILL BELOW g BULKHEAD WALL DETAIL 10 NOT US D; j 6' METAL STUDS ------ - 314'-1'-O' A6 -6"x.2OGA. STUDS 3/4/ CUNCRE fF PANEL Ag I -��--•----FACE FINISH GYP. BD _ � _- - 1 1/2'0 PIPE COLUMN BELOW f__ , � --- _�-(3) /10 TEY,, T YP. 1 1/2"11 PIPE COLUMN BELOW ! ''---' 6' METAL STUDS ! ---000 SILL BELOW /J --- WINDOW SYSTEM i 2.OGA. GALV. —SEALANT I FLASHING. -- STO FINISH ON DENS-GLASS CONCRETE PANEL + } GOLD BOARD I C �! 2" _J • - ---- —FUTURE SUSPENDED CEILING � .)!4 ��- SHIM I -- - --- - _T - , 112' t..r -6' METAL STUD WALL - o W o I u: - ' ---FLASHING AND SEALANT - �- SEALANT 00 �� --- CASING A --J CASING BEAD (FU TORE) �-- T FINISH ON NS- I EX1. GYP. BD. SOFFIT, PAINTED.-- -SEALANT JC SNGOED , � S.OF SH DE _. CORNER BEAD (FUTURE_) � � GLASS GOLD BOARD. - ��'� -1-- -- --- WINDOW SYSTEM I +�. WINDOW SYSTEM - I WINDOW SYS TFM ---- --------CGRNLR BEAD �_- ��---- - 1 112'0 PIPE COLUMN BFLOW --vu --I-- I - ----__ - �--- WINDOW HEADrig-�WINDOW JAMB _ �� WINDOW SILL _ �a WINDOIII�' SILL ,s SOFI"IT OUTSIDE CORNER 3'=1'-O' INSIDE CORNER 3"-1'-0" I I �r �- FUTJRE GYPSUM BOARD ��'ti% STO FINISH OVER DENS-- x ENS- '7 '4 GLASS GOLD BOARD 7� �10 TEK SCREWS AT TRACK �,-- ��-- FUTURE GYPSUM BOARD 6' METAL STUDS rl:vG 14 GA. TRACK). CORNER BEAD-- .—R-19 EAD- �- - -SEALANT c --6 METAL STUDS / 000v WINDOW SYSTEM R-19 BATT INSULATION (FUTURE) R-19 BATT INSUL�1110�V ., Lr M " BOTTOM WEEP f — CONCRETE PANEL ! ~` r �T--6" METAL STUDS SHIM -6" METAL STUDS W/ POWDER /��C`�1►' ��'� V FLASHING AND SEALANT _ DRIVEN ANCHORS O 1'-0" O.C. �I• ' `�• �. (TURN UP FLASHING O ENDS - / - 1 �- - - y AND SEAL) _/------ FUTURE GYP. B0. �r J CASING BEAD-� \ 5T0 FINISH OVER DENS- - DALE: " 3 " e _ (FUTURE) - GLASS GOLD BOARD \ - - 5-15-85 I DRAWN BY: SHIM " w I �'� - -- _- CONCRETE PANEI. 4.. -_,_- 1 i DL /SLD 3/ -''-` � J SEAI_AN7- , SEALANT - �- SEALANT FUTURE [ `>) \-� CHECKED BY: � - G` METAL STUDS � � � ��_ - -' DRW FUTURE GYPSUM BOARD - -------STO FINISH OVER DENS- �- GLASS GOLD BOARD �~`` -- 570 FINISH ON GENS--GLASS j I ----STOREFRONT SYSTEM. � ----_..� REVISION FUTURE GYPSUM BOARD EDITION GOLD BOARD �\J/� �� ---- 1 112'0 PIPE COLUMN 1 STOGLASS NISH OVER GOLD BOARD NS- a b CLOSING �-- --- IX"0 PIPE COLUMN !� I _ WINDOW SILL _ n CONDITION BELOW WINDt�W JAMBrjs`�CONDITION BELOW SILL _ INSIDE CORNER JAMB. 20 RETURN WALL 1m-�5 A� 3"=1'-O" AB 3"E 1'-O" A6 OUTSIDE CORNER 3"a1'-0" AS HEAD SIM. 3"-1'-0" l4 3"-1'-0' 34 OF 8" T.S. 8 x 8 x 3{e x 2'-6' I /-----6' x 6' DOWNSPOUT ABOVE 301-0'-4 112" STO FINISH OVFR DENS- I DOR ARMOR TO ANGLE TO GLASS GOLD BOARD BOTTOMT---�7-_ --0.H. DOOR TOP COVER PLATE MACKENZIE/SAiTO k A4SOCIATES,F 6'0 C.I. UP 6" 6" METAL STUDS � — — I995 ALL R1f`4TS RF-5fAVFC $ —,_:--- I - L300116 W/(2) )j"0 _ -GUTTER PLATE RIVETED tr+Es[E gaArNres Artf rHE Rae a1N ti HPA NM'SAITO k A"ATEA �� EXPANSION ANCHORS - So k SOLDERED jr, IN ANY MANNE� c><'c rTS1RMt V 1 0 PIPE COLUMN ANo Aac Not ru u fs SILL ANGLE IDR FR111GN RERMIS`idN iY M. A - SET INTO EPOY,Y OR NON— - CONCRETE PANEL --- ------ - i SHEET I - SHRINK GROUT. I 10 x 6` DOWNSPOUT 2 22 DOWNSPOUT GUARD f - ABFINISH GRADE 6' �., A 6 v - -- - FLASHING 5 8" 'b . 1 j 12" a 6 ---SLAB SEE PLAN _� COVER PLATE- � pF 6 JOBi 1CONDITION AT SLAB DOWNSPOUT GUARD 23 DOWNSPOUT GUARD ELEVATION 24 GUI i t:R EXPANSION JOINT' _ 295190 —' --- 1/2'-,'—o' AS BUTT TYPE JOINT 1112-=,'-D" REVISED PERMIT SET 8/�O/�5 7238 SWUurham,Bing191 (1) BETWEEN EACH DOWNSPOUT, TYPICAL ......��-.-w.r.,_...,. __...._.r...._._._,_,._..._._.......-___..M_.. �. __._......_._._..... �.._..,..._ _.._. - -.--�- M..�6UF 95-0293 --� 9of9 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 [N)CUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED tiill!m nnlun!m!�m!uilintlhl+IiNi annul lndnn,frilii� NilllH tIIlI0i1 IIII{INIhiIIINl1 Rlllllll Illlllll!illllllh:!!Htlllt aulan uldmm�nbm !bl!! ntlnl+ i+dln !I!nitti +�ilii� help ttla!! !Alan ltd+lu ' ' .,,.: ..,:..-..,•,...,,...u.iwn.:,.wd.cuaaxor7ini - A7uAWYntLr _ JY14, '�Y` . •sem `•=... 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