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7228 SW DURHAM ROAD BLDG 188 ia1 I � _ , R P ' ... .,..,«.....,.... «. ..... - w.„..... .. ..ryv,_.....r...rv.v.:.. .. _.... .,.. ,... .... .... _..,.—. .• �'Yurq':n •Y'MA,`•.1iRw"'M•r. ... - U 1 C7-- IL __ILvi v, In 11 Ct4) 00 7 N(WAN% - C I U x UD N 4) O N PACTRUOT BUSINESS CENTERV) ”] M Q 2 a. `160•-i 0 L.. OPHA • o I • i \ --- C N V1 BUI DINGS 186187188189190 (n 0 O m O) i W` : O 0 N i N m m t ( I Z 0300 LLJ n U C ON C ii O Q V C) _� O LL 1 � � DRAWING INDEX �_-__-- wM o [.7 U O � f"� n CIVIL 0 AWING PROJECT #295026 Gl lU�, 0 t.SDI SITE PLAN �O P,C�'G tai �✓ S03 UTILITYN Nco W GS" V�5 Sn2 GRADING PLAN \� 11 , _— -__ - -. -- ----- .. -- --_- -- - - --- SD4 EROSIONPCONTROLN�j� "��\ Q DETAILS `i i r - - -- -- - SL 115 LANDSCAPEPL.ANp. BUILDING 186 - PROJECT /295186 :D �-- GSN•-1 GENERAL STRUCTURAL NOTES � � L"� [� Q Al FLOOR/ROOF/FOUNDATION PLAN r� A? ELEVATIONS k PANEL RElNFORC'NG �-- W O ME A3 WALL SECTIONS �0 A4 DETAILS A5 DETAILS , BUILDINGS #186, 187/188 o ` A6 DETAILS CL a I @=ING 18T - PROJECT 1295187 c) u�Jr GSN-1 GENERAL STV9CTURAL NOTES Q � LAN M Al ELEOA/RO PANELTIONNFORCINC 2 Q•_ A3 WA4LANCTIONS 1 A•I PM.ILS a A5 knE"AILS A6 dETAILS 1 i BUILDING 198 - PROJECT #295188 GSN--t GENERAL ST TURAL NOTES Al FLOOR/R i OUNDATION PLAN A2 ELEVA & PANEL REINFORCING A3 WAE� CTIONS --- - - - —- - - - - 4 E'er A ILS c A5 ( E7A1LS I A6 DETAILS w 1 BUILDING )d2 - PROJECT 0295189 Ln - _ ---" - GSN -1 GENERALSfANOALIION RNOTES - :_ - -- - -- s - r i / / - -- r • r Al FLOOR/ROPLAN — ` A2 FLEVATIQOS & PANEL REINFORCING A3WALL IONS Ld A4 DEOL5 a A5 kTAILS �^�'�j A6 i�§ETAILS mow_/ al1LLDlN2AQ - PROJECT /295190 U GENERAL ST86CTURAL BUILDINGS Q BUILDINGS #189 + 190 Al l FLOOR/ROdWPOUNDATIONNOTES PLAN ' , A2 ELEVAT S dt PANEL REINFORCING A3 WALLTIONS A4 Dl5#ILS A5 TAILS A6 z\RETAILS v Vol SYMBOLS AND REFERENCES INFORMATION _ SECTION# BUILDING SECTION KEY MARKSA OWNER: PACTRUST PROPERTIES SHEET f _- CONTACT: DICK KRIPPAEHNE, KEN GRIMES or \�•,^ 15115 SW SEQUOIA PKWY SUITE 200 PATE: _. - CATEGORY TIGARD, OREGON (503) 624-6300 _ SECTIO DRAWN BY: 1C I"QIiLAlO I x ARCHITECT: MACKENZIE SAITO do ASSOCIATES, P.C. UMM WW- SECTION KEY MARKS SHEET j (BLDG SHELL) CONTACT: DENNIS WOODS 0690 SW BANCROFT STREET M �11 '� ■� �. _ r cATEcx)RY— CHECKED E3 Y: (PORTLAND,) 224-9570 ON 97:101-0039 ��W j - RCVISION L)FTALf (� EDITION;61 „", t V I '+tel 1 Z A LCLOSING F I OFEX ON DETAIL. REFERENCE MARKS - CIVIL AND MACKENZIE ENGINEERING, INC. �� SHEET / STRUCTURAL 0690 SW BANCROFT STREET DATE: CEWM y PAW ICATEGORY — ENGINEERS: PORTLAND, OREGON 97201-0039 - C 1 (503) 224-•-9560 k t0-05 '--t r STRUCTURAL CONTACT: TIM SCHWEITZER CIVIL CONTACT: KARL KOROCH �r CITY AF TtriARD KEYNOTE BUBBLE 7 J ~ AP13fave 1................... ...................................... SITE �/ ...............r.......................: _ Condltionelly Approved J „ For only the�• r d in: - PERMIT NO. �4'- ..w OFFGON • ' Bre letter to:F1)!.m,?................. ..... ....... ....... . .. Atkch 1 FARO I (� PANEL NUMBER 2.Z TO iMt i!II Job A1ldrsee (11� �r„/�Q N_�i�+!^ ..•.�• e +ijCdAlrS.N C - •--- �`,'.�� Ll��f7 � 19p>, �l' „ ..:f iEAYLt) 'd nila"D°II' "Nva tt ir FOOTING NUMBER 4PP(IUVEU PLANS MU5 tib ON J013 SITE C[ k"1111 ar M 1151 E ,r► VICINITY MAS' a64 �� j, 7 SHEET c s ,)r 1 JTV N(). 295186-- 7228 SW Durham,�dg 188 BUP 95.0291 REVISED PERMIT SET 8/110/95 295190 1 rf 9 ,r,_ ..____—_ --•--- --- — 295188 1FTHIS NOTICE APPEARS CLEARER THAN THE OCT 5 19% DOCIIMFN'f,THF DOCUMFN'T IS OF MARGINAL QUALITY• 1\11010FI LM FI) I{I{lii�i{ISI !�I�I�ijl�!{I 1 I{i{I{1�1{1{III{;{Ill�l{i{! 1{I{I{Iil�t{1 i ill{�l(?�ljl ( I{I{ilijlllll 1 '{Ill{I�111{1 ! 111{I{IjIl1i! illl{lljlll{I;I l A{llljl{I{l�! I{1{1ll�lll�il INN1+UlLlt MI CHMM► nllini tnllmi ilillnnhndut!mlltnt uninl�lnlllll n11111I1 lullnn llnlm��llllinllit^ I�{In�mlmi itlllnnt�nllnu mllminl�IEl�li im11n':T�Iklnttminll �Eliml ilt�ihr+I�tmiu� ttde�Il Entf En �+Elnn mim�iElml�minn m►l��m SOMEONE a , r ' 111 lo STM - _ SITE DATA F_ RIM 15g 57 I 1 SITE AREA = 513,700 S.F. fl� , N 1 -� 12 E 1 G 4 �1� j I BLDG AREA =- Q #186 52.500 S.F. CL 1. ,� i ce.. _= i i i i i i i �_i__i i�•�1�.�L.�G L.s 1 I +�_ M OD f IFtE �1� #187 25,000 S.F. 0 00 N I � .J I ' a 1 Uw , 11 S 9 1 SP - g 11 S 9 11 i�' 1 2 . i L,_ 1 I #188 27,500 S.F. � N f I , , i I � 1 i I I I 3 - u► o �_ � � _� •� .1� I � X189 43,435 5.F 10 8 �� P - 5 y , �' �__ _.._ I X1190 11,565 S.F. ~ =33 3 Ln S 33 ' t J \ :1� I - "-' �/• 11 �.. 1Wti". TOTAL 180,000 S.F. w • a. x 8 Sd 7 ' 11 1 . �! `` - + 1 BLDG COVERAGE 35X W • M Q ' 80.0' 'r` V - 0 V ": 14 \� . �..�.` =I t, 4s� I�I LANDSCAPE AREA - X Z m m n • 13 13 13 1 1 I , t �) ^�`� `� ZONE IP N a o r; C E7 ,. �• 1 w cV ID + 45.0' .VARI S `�� / I W • o 0 rn _ 24 I 1 I p c C a x I 81 DIG lr I li .`'�t3) to eq �b ' •. �� ,,,` /' �'- j W 'cn° m.� I 52.500 SF / '\ �M C.J j I N 5 r7 52 SPACES _ 3''!.,. 2 C� Z 3 O �- t 0.935/1,000 SF G 18 11 ` ` "� 1 W 1 F.F.=158.50 , I r U • o _ ,o - ISP =38' s /,l a PARKING Q > �o r- 4 I - --- -- - v o a a- 13 _ vii a (ALL SPACES ARE 9' x 16') 6 w \ ". .. - - 346 8 ` I 88.2 -�-_- 'I ':.,�.,�_� O6 � I REQ •r-� .._---r-.�.-r-...--•r--�.---r-.-. _ � _ ' ° "`---•...,�': -`'-'w--:�.:�-.� PROVIDED: 4 -__ • • • • • • . • . A A , -- 10 13 STANDARD K 362 N • • • . • • e " ; 1♦ W TOTAL = 16 Li 37H �---- �. �) 7 3 F.D.0 .H. / + 7 I 6 12' 181' 14' 226' a0 �.. 1 RIM 73.89 1 REMOVE EXISTING --- -- - - _ - - - - - - ` - -_ � W Z ILII , : , .., _ w FENCE TYPICAL 1 1 M - 1 13 r, 1 ( a - q 18 6' 10' t n' 47' �' + � rti' .�. O x � 10 I 1 Q 0 0' 113- 14' 103' LJ I F.H. 1 -- ---..-- -------- --- 18' 0' . - - LLJ -- D 1 f- _ - I 5 1 ' h,. 57170 6µ Z O F.D.C. ' �_ s O� M , + Sf: 70.2s cy x--- N • ♦ ♦ • ♦ ♦ ♦ rn- - r ! N 0.18 (� LTJ ci AL _ LEGEND m U' ,o- zr 1 I.o --- - - Q Q T0.(`' 7 --_ - 1oo, 1< - _ 11 ■ CATCH BASIN SEE DETAIL - B1 DO N (PTA W7) 0' l e'1. -- _ U 28.0' 26' 25,000 SF ___ ~ 1 3 ;� f'f LP SQUARE. LIGHT POLE 20' HT. W/ F"- _ 38 SPACES. -- 13 ► , :� I ® SHOE BOX STYLE 71XTURE �- 1.52/1,000 SF � r° _ F,F.-164.00 >r BL.D(� (PTA ��) 15' _..SO'_.--_ 25' °� 1 ' W ; �0 YARD LIGHT d CL 10 - _- 43,435 SF 9 _ - _ ,u� W_ ,`, O I Q i ,y1 SHOE BOX STYLE �- �) 1 97 SPACES III r � ' 13 1 - 2.223/1,000 SFS l ON GRADE OVERHEAD DOOR F.F.-165.00 _ j ► , " l AL DOCK. DOOR 1 - 1 �•� . 1 ... 'a I w FIFE HYDRANT - 4 `42' ' 3 51- 53'� __ - Go' \1 BL�GL P VM OW) U) � , , ., ' , I 13 FIRE DEPARTMENT CONNECTION / -, 9 31,565 SF r J 1 _.._ q �► $ X12' � 0 ► 116 SPACES REMOVE EXISTING I 0D 4 226/1,000 SIF -� f a FENCE TYPICAL 111 - $ 8 8 16' F.F-170.00 N j w 6 5 �r S 42 - op 13 14 1 s I) s 1 ! ' - F.D.C. �. I Z t n r7 I 3 I •..._ r, • � - F.H. �,,." 13 ► � � ao ' J `� 15 v ♦ ♦ I v ♦ g 27' Q: -45.0 rl _ I .J IWVII 0 6 1 .24 C- 1g' 19, :) y .h ,w 13 13 13 I ► 13 __ I W 1r 33' °+r, BLDG O (PTA 11188) ,e' Y F.D.C. (pl _- �J � 27,500 SF o �` D.C. I In, n nn r, __ { 9' F.H. `` --�_ +f► 1 41 SPACES 9 P - 1' 4 $P ff+�6 1.367/1,000 SF 4 - 1p 1' 11T 3T I F.F,•-169.00 -_�r.___ n; i f -.w n N 1 • YP. iy - 4 - 1 co r . o! 8 _._..__ 45.0' � N .� ,�S ,a ' � loelk!L_.Loil � LIO�S \=! 91' Q .wT � GENERAL NOTES - - W M. - a 1 A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, REMOVE EXISTING EXISTING SCALE TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OVERHEAD POWER AND TRAILER 7 °i LINE AND POLES ad TO BE REMOVED W.V. OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. COORDINATE WITH SITE PLAN POWER COMPANY REMOVE EXISTINr. tS ^,h{, B. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: 1 40 FENCE AND Ge,TE i FIRE LINES: DUCTILE IRON, 11TA.N JOINT, CONFORMING TO AWWA C-151, CLASS 52 I TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND ` + UNIFORM PLUMBING CODE. o>a�ol+ C. SANITARY SEWER MATERIALS: r 2S. � INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE dG KEYNOTES �� OThIER AREAS: PVC CONFORMING TO ASTM D-3034. ,�Kaa~ _ I - EXPIRCS;6 30 95� 1. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL 13/SD5 D. THE WORKING DRAWINGS ARE GENERALLY REQUIRED FOR IN THEY DO NOT DATE: SrtuW EVERY OFFSET, BEND OR ELBOW REQl1lRED 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. SECTION r ALL LOCATIONS FOP WORK SHALL BE CHECKED AND COORDINATED WITH DRAWN BY: •,,�,R "' - �--��_ 4. FOR ASPHALT PAVEMENT SECTION SEE GEOENGIN�ERS' REPORT """'"' �II •� ---� l 5. 12" WIDE WHITE CROSSWALK PAINT STRIPE EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. HR EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION CHECKED BY � \ 6. LANDSCAPE AREA SEE LANDSCAPE PLAN SHALL HE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, 7. 6" CONCRETE TRASH DUMPSTER PAD PROVICING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH RWB _ •�►w JURiSL1iCTI0N, BEFORE ElE;INIJIN( nNSTRJCTION. CONTRACTOR TO NOTIFY 8. DISABLED PARKING STALL.. SEE DETAILS 8 CD5 �- REVISION r / ENGINEER IF THERE ARE ANY DISCREPANCIES. �y EDITION 9. METAL STAIR SEE DETAIL 2/AE d CLOSING � - --- _ 10. 4" WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS E. PROVIDE CLEANOUTS AS REOi11RED IN THE CURRENT UNIFORM PLUMBING CODE 61� DATE: 11. SIDEWALK RAMP MAXIMUM SLOPE 1:12 . SEE TA 7 CHAPTER 4, .,ECTION 4C'G. AND CHAPTER 11, SECTION 1107. �� f Aotru�r 1 ( ) DETAIL /SD5 D - �� 12. MATCH EXISTING SIDEWALK; r F'. TERMINATE BUILDING IRE_ SFRVICF AT 5' FROM BUILDING, 1 x 13. 4 THICK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL ll/SDS 14. 4" THICK BY 6 WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12/SD5 G. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO VICINITY MAP 10� •` COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 15. FIELD INLET, SEE DETAIL 5/S05 NOT TO _A H. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES v MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. r, THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE A',TION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. ,., 1. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAiIgAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME ORDER u. HEN74 EN iNfFP N6 INC 190. ALL RIGHTS RE51'R VED hi CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPIISH EFFECTIVE THi:f EIRA41 ,, ARE PIE ,"RoPr(R.��a DRAINAGE CONTROL. W,KINnE ENOWERING Im (rA ANC ARE WI 9:9F 6VS)GN 9- U pEIC'f() IN 'NY MANN p%tV£PT MCH NE PR!Im NRI!t,w 1f;51CR1 IY Y E I J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAV1D EVANS do ASSOCIATL S SHEET TOPOGRAPHIC SURVEY. 1 K. PIPE OUTFALL INTO WATER QUALITY POND SHALL BE MITERED TO MATCH GROUND SLOPE. OUTFALL PROTECTION SHALL CONSIST OF A 10'x10'x'2" 1PICK RIPPAP BLANKET (CLASS 50) ON A 6" BED OF 2"-0" CRUSHED AGGRL,:' E. SD1 L. UTILITIES SHUMTI TERMINATE 5' FROM BUILDING, SEE PLUMIMNG/MEChANICAL DRAWINGS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOP TO CONSTRUCTION. OF M. ALL DOWNSPOUTS SHOWN FROM THE BUII.DING ARE CONNECTED TO THF STOW-A - ---- DRAIN PIPES iBY 6" STORM LINES WITH 2% MINIMUM SIOPE. Intl IIID DAVID EVANTOPOGRAPHIS AND SURVEY ASSOCIATES LION PROVIDED BY: 295026 95Q26 SURVEY DATE: (''�R DATUM ELEVATION: 7226 SWDurham,Bldg 188 _ _ D FO " BUP98-0291 S FILE _PERMIT �/��/�� ._.._.. ._. _...._.._.____. 2of9 ll• HIS NOTICE.APPEARS CLFARFR THAN THE OCT 51998 DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. M ICI111 1 ,MED llj 11 ij1 1 --,t� j 111111iil�i�i i ��11111�f�i�Aw at a-mom j�� `I�i�i�11j�I tlylilTlili; pljl;ljljljl'Ki�I�i�I�ili i i11fl�ill��11 i�i111j�i1�1!Ii I I;Iit�llil►I� jljl�lr��l�f�! I IuIlI11 ulllnll lulluulnllltlil 11111111111-- I n7b17 71111111771171 nI1111n 71117111n111111I11111111111717111ullllm 1111hm x,111171 n1d11711I11111111n111u711111111111nhm 111111" 1111171 t1111,n1 111h,11�n1hm 11nhm 71111111 IIIII,Ls m Y _ 1, Al- 1• r.,... rr r• �.r•,rwrwr -- r,wr-__ .._._.. ...w_.._..._. __.-�„r_ww-_..,.-_..�. STMLn I I SITE DATA W I R t 5 1 ._ I f rbc t 1 ' RIS 15x.57 •. 1 �! \�12 -- �• N;"1 'a4�? ...r.. ._ SITE AREA 513.700 S.F. .49 a L! BLDG AREA I r , _� U r -"• � 86 UU S.F. IF` : if�l~ Ii _. �f187 25,000 S.F (� p tV j in cc r ti, a 1 U t 3� T! S g ! 1 P g -,-711 S 9 j 11 13 2 ! /!188 )7,500 S.F. '� 189 43,435 S.F. cV 1 1 1 1 I I I I 1 `` 4 1 3 ,. ., � 1 1S.F. 7 1 8 $ 90 31 ,65 S. a 8 5 dt �- in l O °1 SP -33' r - u7 u > 3 SP =33' 11 .' ✓ r�rr,.�titi, w 3 TOTAL 180,000 S.F. � • CL f v� l i t°! ( 7 ' I� 11 1 3'I % �` �.� ( BLDG COVERAGE 35% W M q ``� V C� s V \� `�.�� f t I `�� ,�4 _ R AREA - < W p Or • ` ' 14 I LANDSCAPE RE SIM = y* ... 131 13 RIr�153.44 / ��?., +„ ��"`.,• �'\ I I� I ZONE: IP (' p r" `J 13 13 g \- �. r h u ► 15:5 :4 / -`•,`' 5 TM �' p, / ) .� Z .►.n.Ui Iw` / 1I W • crn I 45'0' V_ARIE'S �� `� t�5 ! �'Y \'' 1� o rt 24 LAIN. / j ''"•.' ' ra c BI.D( JM (PTA #186) N m �� ' 52,500 SF Z �/�/ . ` ,� I I Z 3 O�Q t 52 SPACES 0 18T S V �'�.. I t 1 w { 0.935/1,000 SF * �" 11 I V' -0 Cl F.F.=158.50 _--- �► / ')?' N --- 10 ,^' I I = : o -. 4 SP ,� g .1��, PARKING Q _ to o t SPACES ARE 9' x 16'. 7 a "TMS l 6 ) (F, \ ,..._. REGJ►RFD - 346 $8.2 _ f ►n PROVIDED: - f 5 ANDARD 362 j a • • • '� • • . e Q �`� ,t HANDICAP = 16 W 7 F.O.0 H. / TOTAL = 378 �- 3 a T s - /� � 1 Z -- 12' 181' 9 14' 226' O 8 i ---- - - -- -- - / ao t A•a REMOVE EXISTING � __. _ ) 13R 10 FENCE TYPICAL i ,y~ 'A �y 1 4 V 1 �1_ 16' 10' ta` 4T__ 1 4 nul 12 0 (n 1 0' 113' 14' 103' - 1 LIJ >. Ctf F.H. Ci O 45.0' ---54.9' - 6 - J, 'V -,� Og F.D.C. 6 /, ( ,� '� I E:. S ' "'Olo 64 Z (� :' , E.. SC :'0.2. - ' •cQi • • • • • • • �i,- 7,sp A ! tr ' 0.18 I\d1 (�') LA J ^ v _- O `` � s• I'� , .(1 LEGEND m V) t� n 2T �, - I I , - < < + 70.0' 7 - 100' _ f u 11 - ! ■ CATCH BASIN SEE DETAIL M 0 BLDG N (PTA #187) 0 18� N � -- �_ � ;1 I � 28.0' '� 26' 25,000 SF ` i ` ' 13 to iO LP SQUARE LIGHT POLE 20' HT. W/ 1 . 38 .SPACE: _-�13) ► n ,� / I C!>G1 SHOE BOX STYLE FIXTURE m 1.52/1,000 SF , /�/�'" a 1 I F.F/164.00 -� ( 8 ) , �. (P'� * ) 15 50' �� S r" YARD LIGHT 11 - \ _ 25 v� > ` '0 #1 SHOE BOX STYLE Q - - l 43,435 SF 91 .� �- 1O 1`p 97 SPACES - 13 13 13 --- 2.223/1,000 SF v 11 I 0 � Q ON GRADE OVEP.r-LEAD DOOR --_ - -• -- ---- F.F._165.00 ► - - I z m ■ G Y� 4. 4 o 4 . DOCK DOOR 6 w FIRE HYDRANT UT�- kl\ X,t - I I 1 BI�C�. P (PTR �J�) + tit FIRE DEPARTMENT CONNECTION (1) 4 V42' -- 3 5 g 53� - 80' 1 - -n- 8 8 " , ► 31,565 SF p p 118 SPACES REMOVE EXISTING 1 �- 12' 4.226/1,000 SF $ , FENCE TYPICAL 1 8 8 , F.F=170.00 5 SP - 4 SP - 42' 60' I _ 13 \ 14 t t F.D.C. - t "' -- 13 ► ! n 45.0' 15 jinn C' • ♦ • • - F.H. - /moi` 27' - -�_ - - �,.,J . - a I .24' ,6. - o ► 13 �` -*`� 19, LIJ .,, ." su 160 13 13 13 -�-- I I N I BLDG O (PYA 1#188) t�I - 1fi' 8' F.D.C. --_:1 I8U ( IN FEET ) 1' 27,500 5F rp M A o.0 �J A! I inch - 40 ft. r V • 4t SPACES 9 P . 1' 4 =�6 C ♦ F.H. -- 82 4' a0 I 1.367/1,000 SF F.F.-169.001T 3 I lo 45.0' � N � � � � . .._. '' 1 GENERAL NOTES -� 5 5' 1 S 9 ' I Q P - 0 0 S 9 ' 1 �� i I -- 1 ! I A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, - REMOVE EXISTING EXISTII�: SCALE j TIGARD WATER DISTRICT, UNIFIED SEWrRAGE AGENCY, AND THE CURRENT EDITION OVERHEAD POWER ad AND TRAILER OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING ''ODE. LINE AND POLES TO BE REMOVED i COORDINATE WITH . POWER COMPANY SITE PLAN REMOVE EXISTING B. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: 1 . 40 FENCE AND GATE j FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AW'WA C-151, CLA TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND f �- UNIFORM PLUMBING CODE. -- o1ne111N C. SANITARY SEWER MATERIALS: `qty KEYNOTES INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE O OTHER AREAS: PVC CONFORMING TO ASTM 0-3034. �_•� pXa1RE56 j30j30 95 1. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL 13/S05 D. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT DATE 2. CONSTRUCT CITY OF TIGARD STANDARD CONC. COMMERCIAL DRIVEWAY SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE 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. ALL LOCAI,ONS FOR WORK SHALL BE CHECKED AND COORDINATED WIT4 DRAWN BY: w 4. FOR ASPHALT PAVEMENT SECTION SEE GEOENGINEERS REPORT I-�F' _..... log �-�. _-� l EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCT'ON. 5. 12 WIDE WHITE CROSSWALK PAINT STRIPE EXISTING U14DERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION --- �-dLJ CHECKED HY: 6. LANDSCAPE AREA SEE LANDSCAPE PLAN SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, 7. 6' CONCRETE TRASH DUMPSTER PAD PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH RWI`3 • - _ auaa�aa JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY 'AAc1 B. DISABLED PARKING STALL. SEE DETAILS 8/S05 REVISION " 1 ENGINEER 1F THERE ARE ANY DISCREPANCIES. 9. METAL STAIR SEE DETAIL 2/A6 CLITION 1111P CLOSING �-�t -�•_- l I I _-? 10. 4" WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS E. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT L.IIFORM PLUMBING CODE 5 DATE: ~ Acna•r 11. SIDEWALK RAMP (MAXIMUM SLOPE 1:12). SEE DETAIL 7/SD5 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. _ •,"„�,�., -_ -_.-�_=`` �sma 12. MATCH EXISTING SIDEWALK. F. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. """ ""' \ • 13. 4" THICK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL 11/SD5 14. 4" THICK BY 6' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12/SD5 G. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITION) PRIOR TO !q 15. FIELD INLET, SEE DETAIL 5/SD5 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. VICINITY NAAP ----- N TO SCALE Fl. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES -• MUST BE INSTALLED AND MAINTAINED MEETING THE Q.E.U. 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, 4ND THE RECEIVING -- SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER u.c.wrNnr LN]NirRIN , , 1995. RIGH1 R SERVED 1 CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE INF E DRAMN<:5, ARE R,E AryIK AND AREDRAINAGE CONTROL. MA(XfNnOUC£o IN ANY M R CYnff PRIOR Mb`tFN R£ % MF J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS do ASSOCIATES ,_4 I TOPOGRAPHIC SURVEY. SHEET n I K. PIPE OUTFALL INTO WATER QUALITY POND SHALL HE MITERED TO MATCH GROUND 1 SLOPE. OUTFAI.L PROTECTION SHALL CONSIST OF A 10'xIO'X12" THICK RIPRAP BLANKET (CLASS 50) ON A 6 BED OF 2--0" CRUSHED AGGREGATE. .� SD1 L.. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUM BING/MECHANICAL_ DRAWINGS FOR CONTINUATION WITHIN BUILDING. CuNFIRM LOCATIONS PRIOR TO CONSTRUCTION. ! OF' M. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STORM - f DRAIN PIPES BY 6" STORM LINES WITH 2% MINIMUM SLOPE. JOR 40• TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: DAVID EVANS AND ASSOCIATES 295026 SURVEY DATE: DATUM ELEVATION: 7228 SW Durham,91dq 180 IdN AS FILED EOR PERMIT 5/15195 SUP 95.0291 --- _ _ ------_------_-.__.__.-...-_ _ 2of9 IF THIS NOTIC'F APPEARS CLEARER THAN THE OCT 51998 DOCUMF,NT,THE 90CUMENT IS OF MARGINAL QUALITY: MICROFILMED I��►��I�I I!�!►�j��l�� I I�I�I��I�I�I I I,{�I�I��I�i,l l�lildl��i'��I�11��(�1�1� I ��I�I��I�I;I I�I�i�lli�l�l I I�I�I�i�i�l�i :J 9�1�1�111�1�1, � I{III�II�I►I� Iliiil��llllll : 111011 MAp[a1 aaw _ !� • 1111101 ilillli!i NllhnlhlulUnlpttMtnl union nilh!n mrinn nulnn u�rl!In nr�hnrUlnll+lt�nlun tnlluntnn0lnl nnlnnlinrhul In:Imtari4trnhmlrnr 1LI11tt nrII11.. ntlnl ;nthltt Inthnl nlhl►t tlt►1ult nnlull rr+dntl nnhln n1 I I I - I ITT "IMPIRM ( FOUNDATION WE CAST 7LT-UP CONCRETE WALL PANEL NOTES � LK#-ff GAGE STEELFRAMING �----- CL I GENERAL STRUCTURAL �� 1. THE SUBSURFACE INFORM.ANON AND FOUNDATION DESIGN ARE BASED ON A 1 UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARC TO BE 1. STEEL TO BE: j _S - _ REPORT PREPARED BY _._• GEO ENGINEER,� GEOTECHNICAL PRECAST ON SITE, TILT-UP CONCRETE WALL PANELS. CONSULTANTS, PRELIMINARY REPORT DATED MARCH 14, L99 THE CONTRACTOR A. ASTM A-446 GRADED (Fy = 5Q KSI) FOR 16 -GAGE AND HEAVIER. SHALL PERFGRM EXCAVATICNS, FOOTING CONSTRUCTION, AND PREPARATION OF 2. SEE GENERAL NOTES SECTIONS: "CONCRETE" AND "STRUCTURAL STEEL" FOR B. ASTM A-446 GRADE A (Fy = 33 VSI) FOR 18-GAGE AND LIGHTER. LTJ °i '4.10 n r THE SUBGRADE UNDER THE SLAB ONGRADE 1N ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. Q 0 RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAI_ REPORT AND THE 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT--GAGE STEEL U `) 1 PROJECT SPECIF,GATIONS. 3. THE CENTERLINE OF SINGLE MAT SCc TEEL SHALL COINCIDE WITH THE FRAMING SHALL CONFORM TO UBC STANDARD 27-9 AND AISI SPECIFICATIONS. N a N DESOY CRITERIA CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH m m 2. THE FOUNDATION FOR THE STRUCTURE HAS cIEEN DESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2" CLEAR ON THE OUTSIDE 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, V) O { ALLOWABLE SOIL-BEARING PRESSURE OF 151)0 PSE. FACE AND 3/4" CLEAR UN THE INSIDE FACE. SEE PAN''1 Et-EVATIONS FUR WEB STIFFENERS- ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES Q .011: I 1. GOVERNING BUILDING CODE: 1991 UNIFORM BUILDING CODE, WITH ADDITIONAL REINFORCEMENT REQUIREMENTS. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. `- • M Q AMENDMENTS. I 3. FOUNDATION CONDITIONS NOT DURING CONSTRUCTION, Wh.CH DIFFER _ c U. 2. GRAVITY LIVE LOADS: FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPO''TED 4. PROVIDE 2-#5 CONTINUOUS AT THE TOP, BOTTOM AND SIDES OF EACH PANEL 4. STUDS TO BE BRACED WITH BRIDGING IN ACCORDANCE WITH MANUFACTURERS J • of • TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL ENGINEER AND AT THE HEAD, JAMBS AND SILL OF EACH OPENING AND EACH FUTURE RECOMMENDATICNS. ROOF . . . . . . . . . . . . . . . . . 25 PSF BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. KNOCK-OUT OPENING iN THE PANEL.. < N 1" 5. METAL FRAMING CONNEC(IONS ARE. TO BE WELDED, EXCEPT WHERE SELF_. (SNOW BUILD-UP IN ACCORDANCE WITH 1991 UBC APPENDIX CH 23) � lu i d1 4. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHFF< 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL FIRiLLING SCREWS HAVE BEEN SPECIFIED. � a c c •t D16ENS10NS, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, WELD PLATE 0 CA f SURFACE, GROUND, OR SEEPAGE WATER. - . m vrN 3SElSti41C LOCATIONS AND REPORT ANY DISCREPANCIES `TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE IV o M 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW PRIOR TO CASTING PANELS. CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. Z �t 0 Lj SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . 3 CONSTRUCTION SHALL BE REMOVED. IMPORTANCE FACTOR 1. 1.0 6. EXTERNAL EXPOSED EDGES OF PANELS `:HALL BE CHAMFERED, ALL INSIDE EDGES TO 7. DESIGNATED COLD-FORMED SHAPES SHALL BF. dY ANGELES METAL SYSTEM OR � t o 0 BUILDING TYPE Rw . . . . . . . . . . . 6 6. SITE PREPARATION AND OVEREXCAVATIC' !/RECOMPACTiON OF SOILS SHALL BE HAVE TOOLED EDGES 3,18" RADIUS. APPROVED EQUIVALENT. Q v0i E o PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE c w - A- SOILS REPORT REFERENCED ABOVE. 7• SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, C4AMFERS, I 4. WIND ETC, 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND (NSTALL.ATICN OF ALL �, P CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFEL` RETAIN THE EARTH 8. THE PANELE NAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. I BA.,Jt, WIND SPEED 80 MPH w EXPOSURE B BANKS. THE GENEr'�L CONTRACTOR SHALL BE RESPONSIBLE FOR THE FANEL LIFTING � DESIGN AND METHOD. IMPORTANCE FACTOR I 1.0 CONCRETE -•-•----- '-` 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL. BE PATCHED AND SITRUCTURAL W.X)DW G 1. CONCRETE MIXES SHALL. 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 MEk. BERS AND THEIR FASTENINGS SHALL 0 Q O 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 [7 0 NATE OF THE PROJECT. SLAB POUR STRIP HAS BEEN POURED AND THE ROOF DIAPHRAGM CONFORM TO SECTION 2501 OF THE Sy91 UBC. � �-- O LLJ CONSTRUCTION HAS BEEN COMPLETED. 2 Q ALL FRAMING MEMBERS AND PLYWOOD SHALL CCNFORM TO TPL FOLLOWING L1J � w 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. SPECIFIED TABLES, U.N.O. � 0 � 0 AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM 0330. 11. DO NOT WELD CHORD TIE, CORNER PANEL TO PANEL EMBEDS, DANIEL TO FOOTING, 1 PORTLAND CEME',T ,HALL BE TYPE 1 OR TYPE 11 AND SHALL CCNFORM TO ASTM OR SHEAR WALL TO FOOTINGS UNTIL APPROVED BY SOILS ENGINi"ER FOR INITIAL FRAMING NE!1A9E:.dS DOUGLAS Fik - LARCH (NORTH) PORTK)N OF TABLE 25--A-1 � GENERAL C150. SETTLEMENT k PANELS HAVE BEEN RE--LEVF1 F-D. MINUMIJM TEMPORARN' SHIM (UBC) PANELS AT EA. END do QUARTER POINTS TU DIST' IBUTE LOADING. m 0 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 3. ADMIXTURES MAY BE USED WITH PRiOR APPROVAL OF THE ENGINEER. PLYWOOD: TABLE 1!5--B (UI;;') _�J LS - NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL. REQUIREMENTS IN ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHA!! 12. CONTRACTOR TO PROVIDE MONITORING POINTS ON PANELS WITH INITIAL SET � � J� '� C FMINIMUM M NT CONTENT. � N -f R SHA HAVE MAX. SUO' 3• ALL STRUCTURAL PLYWOOD SHEATHING SHALL .iE FABRICATED WITH EXTERIOR EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE NOT BE CONSIDERED TO REDUCE THE S.PEC.f iED CEMENT POiNT & WEEKLY READINGS TO SOi .S ENGINF_ER. MO 1 0 S LL PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL. DETAILS CALCIUM CHLORIDE SHALL. NOT BE USED. GLUE CONFORMING TO U.S. PRODUCTS STANUi RD PS 1 FOR CONSTRUCTION � m SPACING, MIN. (1) PER WALL, CONFIRM FINAL LOCATIONS WI TF, SAILS ENG. AND INDUSTRIAL. PLYWOOD.2. c T N 4, COMPRESSIVE STRENGTHS OF CONCRETE AT 28 CAPS SHALL BE AS FOLLOWS' 13. AT VERTICAL do HORIZONTAL STEEL OVERLAPS, VERTICAL STEEL CLEARANCES � THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUE !0 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. � THE ARCHITECT SHALL BE NOTIFIED OF ANY' DISCREPANCIES OR FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSI TO FACE OF PANEL TO RE MAINTAINED. SLABS ON GRADE . 3000 PSI - INCONSISTENCIES. � � � S. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: TILT---UP PANELS AND COLUMNS . . . . . . . . . . . . . . . . . . 4000 PSI CL 1. 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WiTH ARCHITECTURAL STUDS, DF-1 , STUD OR BETTER U. DRAWINGS. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRFTF SHALL CONFORM 10 ACT 304R-85 AND PROJECT SPECIFiCAPONS. ALL CONCRETc SURFACES AGAINST PANELIZED ROOF SUfTPURLINS, OF-L NO. 2 OP BETTER .� PLATES, DF--L NO. 2 ')R BETTER V � 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. STRUCTURAL STEEL BUi,_L,:'JG CODE AS AMENDED AND ADOPTED BY THE STATE OF' OREGON 1993 LAITANCE AND STANDING, WATER SHALL BE REMOVED. 1. STRUCTURAL- STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM 6. 1991 UBC TABLE 25-Q, IJAIL(NG SCHEDULE, SHALL GOVERN UNLESS MOP EDITION OF THE STRUCTURAL SPECIALTY CODE. E- �- REINFORCING ARS ANi;►iOR BOLTS AND OTHER CONCI�i:TE INSERTS A36. RESTRICTIVE NAIL.!NG 1S INDICATED ON THE PLANS OR DETAILS. 0 6. ALL B z 5. SF_E ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SHALL BE WELL SECUREG IN POSITION PRIOR TO PLACIN; CCNCRETE. PROVIDE 7. SILT, PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL BE a. �iZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. STANDARD BAR CHAIRS AND SPACERS AS REQUIRED 7`0 MAINTAIN COvICRE 'F 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE PRESSURE TREATED. J U)b. SIZE AND LOCATION OF ALL INTF ERIOR AND EXTERIOR NON-H`-ARING PROTECTION S 'EG!FIFD. B. OR ASTM A501. MILL TEST REPORTS FOR THE STEEL PiPE SHALL BE Q 2: I PAR)ITIONS. SUBM'TTED FOR APPROVAL. 8. BOLT HOLES iN WOOD SHALL BE 1/32" TO 1/16- LARGER THAN THE BOLT, w c. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS ShALL BE AS DEPENDING ON BOLT SIZE. bEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, CROOVES, INSERTS, FOLLOWS: (SEE A.C.f. 318 -89 SECTION 7.'' FOR CONDITmNc, NOT NOTED) 3. SI`RUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (FY = � 11-_ ETC. a. CONCRETE CA$,' AGAINST AND PERMANENTLY EXPOSED 10 EARTH 3" 46 KSi). 9. BOLT HOLT S SHALL NOT BE LESS THAN 7x DIA. FROM THE F'NI) AND 4x DIA. � d. SIZE AND LOCATION OF ALI. FIOOR AND ROOF OPENINGS, EXCEPT AS b. CONCRETE EXPOSED TO EARTH OR WEATHER FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE.. SHOWN. BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . t" 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLE.S NOTED OTHERWISE. � rte' c. rLOOR Ar ID ROOF FINISr-+c_i. BARS 05 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . 1 1/2" 10. PRE-DRILL NAIL HOLES WHERE NECESSARY 70 PREVENT SPLITTING. f. DIMENSION;' NOT SHOWN ON STRUCTURAL L;RA�iiNGS. c. CONCRETE NOT EXPOSED 70 WEATHER OR IN CONTACT r;!TH GROUND: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION' SHALL CONFORM }-- CL SLABS, WALLS, - 011 BARS AND SMALLER. . . . . . . . .3/4" TO THE A1SC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF 11. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING (.p. M BEAMS, COLUVINS - TIES, STIRRUPS, SPIRAL`) . . . . . . . . . 1112- STRUCTURAL STEEL FOR BUILDINGS," 1976 E:i):iION AND AMENDMENTS, AND NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION m 6. SEE MECHANICAL_, P, UMEIING, AND ELECTRICAL DRAWINGS FOR THE THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," FOLLOWING: 8. REINFORCING STEEL_ FOR CUNCRf.Ti-c' SHALL BE: GRADE 60 AND SHALL CONFORM '10 1986 EDITION ANG AMENDMENTS. CERTIFYING THAT THE MEMBERS MEET THE 1991 UBC REQUIREMENTS. SUCH -� CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF` THE A.P.A. < ASTM A 615 OR A 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS 6. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (BEARING THE 0L a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL_ AND SLAH OPENINGS, SHALL NOT BE TACK KI.DED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE 12. CL.U-LAMINATED MEMBERS SHALL BE A COA01NATiON OF 24F'-V4 (D.F. - LARCH), Ld E`TC., EXCEPT AS SHOWN OR NOTED. CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. SEAL THOF E SIGNPROFO THE ENGINEER REGI D!7R ED (N THE STATE OF THE PROJECT) � r, � b. ELECTRICAL CGNDviT RUNS, BO:;ES, OUTLETS iN WALLS AND SLABS. FOR THE DESIGN OF THE STEEL JOIST GIRnFRS. <4F-V8 (D.F. - ?.ARCH), INDUSTRIAL_ G ADE, AND EXt'EF'iOR GLUE, UNLESS NOTED OTHERWISE ON PLAN, LAJ c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REIN FOR CES4ENT BARS, WHEN APPROVED BY THE STRUCTURE d. SIZE .AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS ENGINEER, SHAL.L .ONFOR10 TO THE AMER!CAN WELDING SOCIETY STANDARD 7. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD MOUNTS. 01.4-79. E70XX ELECTRODES SHALL BE USED IN WELDING A 706 REINFORCING A233. 0. ELECTRODES FOE? SHOP AND FIELD WELDS SHALL CONFORM TO ASTM FOR MOTOR i3ARS TO A 36 STRUCTURAL STEEL. A233, CLASS r70XX. 7, METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE ' 8. SPLICING OF STRUCTURAL STEEL. MEMBERS WHERE NOT DETAILED 0�! THE SPECIAL INSPECTIONRESPONSIBILITY OF THE CONTRAC:TOP TriE CONTRACTOR SHALL TAKE ALL 10. DETAILING :`►F CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL_ _ N- R T THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL - 1988, CONTRACT DOCUMENTS IS PROHIBITED WiTHOUT THE PRIOR APPROVAL OF THE I TY F THE CU ORM 0 E ' •! .. NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRI 0 E STRUCTURE AT ALL STAGES OF CONSTRUCTION. AC': COMMITTEE 315. STRUCTURAL ENGINEER AS TO LOCATION, TYPE Or �r'[ICE AND CONNECTION IN ACCORDANCE WITH UBC SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE � .' �j TO BE MADE. SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS S. THE CONTRACT STRUCTURAL. DRAWINGS AND SPECIFICATIONS REPRESENT THE 11. GROUT ;HAL'.. BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C827, AND FOR INSPECTION AND TESTING. �� FINISHED SIRUCTURE. THEY DO NOT INDICATE T'AE METHOD OF SHALL HA' JE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.C.I. 9. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE -� -__ CONSTRUCTION. THE CONTRACTOR SHALT_ PROVIDE ALL MEASURES PREGROUTiNG OF SASE PLATES WiLL NOT BE PERMITTED. ANCHORS (OR APPROVED EQUAL), AND SHALT_ CONFORM TO ASTM A108. i_--- - _ NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING ANCHORS SHALL_ BE AUTOMATICALLY END WELDED WiTH SUITABLE STUD ITEM PER SEC. 306 _u DESCRIPTION DA TT. 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TU PROVIDE WELDING EQUIPMENT IN THE SHoT OR iN THE FiELD. WELDING SHALL BE iN CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE I_iMI Er-li TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY FOR THE REQUIRED CAMBERS/SLOPES. ACCORDANCE WiTH THE RECOMMENDATIONS OF THE NELSON STUD WELDING 1. CONCRETE -STRUCTURAL CONCRETE _ - DRAWN l3 Y: COMPANY. SLD THE STRI1('.T'IRAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE 1}EMS• 13. CONDUIT OR PiPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB 2. BOLTS INSTALLED IN CONCRETE -WEDGE ANCHOR INSTALLATION C'iECKEU BY: 10. DEFORMED BAR ANCHORS (DBA) SHALL. 3E NELSON DEFORMED BAR ANCHORS WHERE INDICATED ON DRAWINGS ! DRW THICKNESS AND SHALL BE PLACED BETWEEN TOP ANO BOTTOM REINFORCING, (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL 9. OPENINGS, POCKETS, ETC. SHALL. NOT QE PLACED iN STPr.)CTURAL ELEMENTS UNLESS SPFCIFiCALLY DETAILFD OTHERWISE. CONCENTRATION OF CONDUITS -- '' SPECIFICALLY FiCALLY DETAILED OR APPROVED DY THE STRUCTURAL OR PIPES SHALL BE AVOIDED EXCEPT WF,ERE DETAILED OPENING; ARE CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END-WELDED 3. REINFORCING L'TEEL -REINFORCING `1TrFEL PLAr1FMENT REVISION UNL�SS S ECl c1 iN FUUNDA TION A"In TILT WALL s EDITION EN(WNEER. PROVIDED. WITH ,EDITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING 1 CLOSING SHALL BE 1N ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON PANELS OA 7,-: 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHAI L NOT EXCEELr THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE STUD WELDING COMPANY, 4. WELDING -ALL FiELD WELDING 9- IU-95 DESIGN LIVE LOAD PER SQLARE FOOT. PROVIDE ADE'sUATE SHORINC •AND/OR BEFORE PLACIN;. CORING IN CONCRETE !S NOT PERMITTED EXCFPT AS -ALL SHOP WELDING BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESK' STRENGTH. SHOWN. NOTIFY THE STRUCTURAL ENGINEER iN ADVANCE OF CONDITIONS NOT -� SHOWN ON THE DRAWINGS. 5, PLYWOOD DIAPHRAGMS -ALL NAILING OF PL?'WOOD 11. WHEN A DETAIL IS iDENTIF,ED AS TYPICAL, THE CONTRACTOR SHALL APPLY Tr-IiS DIAPHRAGMS DETAIL_ IN EST"MATING AND CONSTRUCTION TO EVERY L_(KF CONDITION ---- - --�� -Y-`- !- - j WHETHER OF? NOT THE REFERENCE IS M .)E IN EVERY INSTANCE. L�'1�VRE\/1 /f\"�O'�9� �- DIAPH DIAPHRAGM F8 FLAT BAR y HVR HEtOER L3 LAG BOLT OC ON CENTER SCH SCHEDULE UNO UNLESS NOTED OTHERWISE yl V/ A 7 1 N _ Dist DIMENSION FiN FINISHED H(:R HANGER L'_ LIVE LOAD 00 OUTSIDE DIAMETER SHTG SHEATHING U/S UNDERSIDE DL DEAD LOAD FLR FLOGR HORIZ HORIZONTAI. LLV LUNG LEG VERTICAL OF OUTSIDE FACE SIM SiMiL`1? 1995, ALIE900r <! ASSOhAlESoC DO DITTO FN FiELD NAILING HS HEAGED STUD LONGiT LONGITUDINAL OH OPPOSITE HAND SL.V SHORT LEG VERTICAL `' 1995, AL1 RIS AR RE9rIM AB ANCHOR BOLT CJ CONTROL EOINT OPNG OPENING SPA SPACES r1E at DRAM Q ARr Mi Maw M , ON DOWN FOC FACE OF CONCRETE H!;B HIGH STRENGTH BOLT LP LOWPOINT AND 011�7 1,,,1�1y�P, w CENTER LINE nu ANr M ft 11 PT M�1 4 AFF ABOVE FINISH FLOOR rt DP fit:FP FOM FACE OF MASONT.y HVAC HEATING, VENTILATION AND LWC LIGHTWEIGHT C0NCRETE OVHD O'/ERHEAD SPEC SPECIFICATION �vi a�"vrZllrnw i>�`RUIfs•.>H 1>F M/SA ALT ALTERNATE CLR CLEAR DWG DRAWING FOS FACE OF STUDS AIR CONDITI0NiN3 STAGG STAGGER STD STANDARD SHEETALUM ALUMINUM CMU CON; MAS MASONRY STiFF S1'iFFENER VEFT VERTICAL RETE MASONRY UNIT OWLS DOWELS FND FOUHDA TION ANDD ANODIZED COL COLUMN FT FEET �' PLATE /�001 MATE MA � APPROX APPR( '►MATE CONC COK',RETE FTG FOOTINGLYWD PLYWOOD ARCHIL ARCHITECTURAL CONN CONNECTION MAXMR MAXIMUM TAdj TOP AND BOTTOM O AT CONST JT CONSTRUCTION JOINT EA EACH MB MACHINE BOLT PS POUR STRIP iL! INSIDE DIMENSION MECH'L MECHANICAL PSF POUNDS PER SQUARE F007 7/ TOP OF GSN CUNT CONTINUOUS EF EACH FACE THK THICK(NESS) B/ BOTTOM OF 1 COORO COORDINATE EIFS EXTERiOk INSULATION IF INSIDE FACE MFGR MANUFACTURER PSI POUNDS PER S4rJ"RE INCH FINISH SYSTEM INSUI_ INSULATION MiN MINiVUM P T PRESSURE TREATER TL TOTAL LOAD ON ROUNUARY NAiL CSK COUNTERSINK r MiSC MISCELLANEOUS TN TOE NAIL W/ W O LETT 1NTER.OR � �� STWN BETWEEN CTR CENTER ELEV ELEVATION Tor TOP OF FOOTING BLDG BUILDING ELECT ELECTRICAL MK MARK W�: WITH OUT 1 T05 70P OF STEEL � OF BLK BLOCK d PENNEY(NAiLS) EN EDGE RIC GA GAUGE REF REFERENCE WWF WE[DED WIRE FABRIC JO►H NO. .KING DBL DOUBLE EO EQUAL GALV ,ALVANiZEL� NIC NOT !N C(?NTRnCT REINF REINFORCING TOW TOP S WALL 81,KG BLIN TRANSV TRANSVERSE RM BFAM DBA DEFORMED BAR ANCHOP EXiST EXISTING GEN GENERAL NO./M NUMBER REQ REQUIRED TS TUBE STEEL C� p 91 I BOTT BOTiOM OF DOUGLAS FIR EXP JT EXPANSION JOINF GLB GI_U LAO D!:AA JST JOiST NOM NOMINAL REV REVISION TYP TYPICAL ?_95186 URG BEARING DIA/0 DIAMETER EXT EXTERIOR GR GRADE JT JOINT NTS NOT TO SCALF RO ROUGH OPENING REVISED PERMIT SET 8/10/95- I7228 SIN Durham,8.99 186 SUP 95-0291 3of9 IF TFIIS NOTICE APPEARS CLEARER THAN THF; OCT 51998 INKUMENT,THF IM1CIhMFI-v IS OF MARGINAL QUALITY, > 11('i201ii1,MED j11l{Ij'llllll ijIJIJ1j1JiJI I I{I{I�I�I�III I I{I{IJil! 11{1{T{Im130X IAp� 11 JIM 10 C"PI l I • !!!ILII►Till!lit�Ilhlli�Illllllllllll!{lit!rliillll►!ltiillill illihHl illll!ii!Iltl�llll Illi{iltlITllllili!iii!Ilii�lnln�ill!Ililin►tl!Iiin1 nnlin;i!nil;lill!!i�ftli IIIIIii11�!IIINIi IHIIti1i llNlil! nilm�l i�tilmi nithtti inilttt inihin uahlril�inl�il�l I pI. _C • 1- k I KEYNOTES • 4 1 �3 1 -- - - p t -_--_-1 � 2 1 6 18 -� D ! > p - 1. 9' x 10' O.H.D. DRIVE-IN TYPIC4L ALONG GRID "A' C--� 2. 12' x 15' O.H 0. DRIVE-IN -_-] 3. 3' x 7' H.M. DOOR (n t~ OA 4. SIMPSON HCC T.4 7-6 O HINGE CONN. TYP. Ld � 0 C14 •? �Qul 5. STOREFRONT TYPICAL, SEE DETAIL 1/A1 I I I I I 1 1 i I I I I I I I I I I I I ! I . I I I I I 6. ANODIZED ALUMINUM WINDOWS TYPICAL`7 a E E E E x 7. 9' A 10' O.H.D. DOCK-HIGH TYPICAL ALONG GRID "D' Ca x N N tt2 17 8. 6" x 6 DOWNSPOUT T'YP., SEE DETAILS 22 k 23/A6 FOR D.S. GUARD O e m �z E�� 9. PREFAB MTL STAIR do LANDING, CONC. PAN FILLED, SEE DETAIL 2A 6 C] M 25'-0" a A6 A6 / 4J oQ `- 10. 2}�' x 16�' GLU-LAM PURLINS (24F--V4, C - ") WITH SIMPSON O F D I HH82.6 HANGERS EACH END TYPICAL O 8'-0' O.C. '� 0 a - F F 11. 2x6 NO. 2 DFL SUBPURLINS AT 2'--0" O.C. WITH SIMPSON F26N HANGERS • rn 9 EACH ENO TYPICAL, Ion Q A6 12. %" PLYWOOD ROOF SHEATHING 32/16 INT W/ EXT. GLUE • pQ • - _ ---•-- - - p sZ O SEE NAILING PLAN FOR NAILING w <� O _ I 13. B.U. ROOFING �- _W(n 0 O 1 16 21 14. 4x6 P.T. LEDGER W/ *"0 BOLT O 4'-0' SEE 4,/A5 (ONLY O GRID D •C ^:A A6 A6 A6 FROM GRIDS 1 TO 2, do 17 TO 18), SEE DETAIL 8/A5 _n °1�' n I I 15- .2'-0" X 2'-0" BLOCKOUT FOR COLUMN BASE, FILL W/ GROUT. _� a o 0 ,y Li - Iz 16. 4'-0" CONCRETE FILLER STRIP • m bA » 22 13 18 17. 5' CONCRETE SLAB, WITH X14 AT 24' O.C. EACH WAY � m p p r A6 A6 WITHIN 10'-0' OF O.S. WAS_, TYPICAL. W } ; W I 18. CONTROL JOINT, TYP. O CkD LINES, SEE DETAIL 1/A4, 25'-0' O.C- MAX. �[ I7j 19. CONSTRUCTION JOINT, TYP. SEE DETAIL 1/A4, 25'-0" O.C. MAX. C.) - n o c 20. 2}�x19}�" GLU-LAM BEAM DRAG STRUT WITH SIMPSON HHB2.6 HANGERS, 4 u 7- o t- to 0 z OFFSET AT PANEL. a n a a AO I 21. C.I. SANITARY SEWER LINE WITH CLEANGUTS PER CODE SEE PLUMBING 22. 6" x 20GA. METAL STUDS O 24" O.C. SEE DETAIL 1/A3 NAILING AND STRAPPING PLAN ; W+ 1 23. (not used) ' 5 I I 24. TS 8 x 4 3/16 MULLION TYP. - SEE DETAIL 16/A5, 17/A5 ct A. %' PLYWOOD W/ IOd O 6' 0 C. O PANEL EDGES AND 12" U.C. i 25. YARD LIGHT TYP W i, AT INTERIOR SUPPORTS. I 26. CONC. FRAME, SEE DE TAI'_ 16/A4. f-- _ ------- 3' _____ _ 'r 27. 2x6 d 16" OC STUD WALL W/ %" TYPE X GYP BD EA SIDE UP TO ROOF Z B. 2}¢" x 19h* GLU-LAM BEAM DRAGSTRUT W/ DOUBLE ROW OF 10d O - I 3' O.C. SEE DETAIL 11/A5. CJ� I o, 28. 4'x8' SMOKF- VENT/SKYLIGHTS, LOCATE (2) PER BAY, (rYP.) ON O J OPPOSITE SIDES OF' BAY CENTER LINE TO AVOID FUTURE TENANT WALL. C. DOUBLE SIMPSON OWLSTOF O 6'-0" O.C., ACROSS FIRST PURLIN LINE. 29. SOFFIT LIGHTING TO BE COORDINATED WITH OWNERS REPRESENTATIVE, D. pOl'BLE ROW OF 10d NAILS O 3' O.C. FIRST 16'-0" OF BEAM FRGM OS WALL I 18 FOR NUMBER, LOCATION, AND TYPE. (D n E. NAIL BEAM W/ 10d NAILS O 3" O.C. STAGGERED, SEE 17A/4 FOR NAiLINGS o AT J Q.C. STAGGERED, SEE 17A/4 FOR NAILINGS O CONC. SHEAR WALLS. -� A6 w (n V F. SIMPSON ST6236 PURLIN TO PURLIN O BEAM W/ (15) 16d NAILS EA, SIDE OF BEAM 3'-9 1 N It-- C �•� O GRIDS 2,3,4,14,15,16,1'7. SEE SECTION ON 7/A5. I^ � � - SIMPSON MST60 PURLIN TO PURLIN O CONC. FRAME, GRIDS 4 k 16. � (� O G. DOUBLE ROWS OF' 10d NAILS O 3" O.C. ALONG PERIMETER TOP PLATES �- _ AND LEDGERS, SEE DETAILS 3/A5. 20 N _z M0 0 LEGEND _ ENLARGED ENTRY PLAN GENERAL NOTES =--' a - A SEE F00-PING SCHEDULE A► --0' w o a. PROVIDE CONTROL JOINT'S THROUGH POUR S I-RIP AS SHOWN. V) M C.J. TO BE LOCATED TO PROVIDE SQ. CONC. SECTIONS WHERE POSSIBLE. � G �. a PANEL NUMBERS b. ALL FOOTINGS ARE q OF WALL OR COLUMN UNLESS NOTED OTHERWISE. c. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES. O - - --- ------ d. CONFIRM FINAL LOCA TION OF ALL RECESSED ENTRIES WITH OWNERS RF.•'RESENTATIVE-, PF OR TO POUR Of- FILLER STRIP O ON--GRADE SIDE (� FOOTING SCHEDULE OF BUILDINGS. <L MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE - -REMARKS- a- RFINFORCING REINFORCING O CCN T J'- 6" 1'-p' - (4) �t5 x CUNT. #5 �i 1'-0" O.G. SEE SPECIE ICATIONS FOR ENGINEERED I _ FILL NEOU(REMENTS. Z O CUNT. 4' 6' 1' 0" (5) N5 x CONT, /5 O 1'__O" O.G. SEE SPECIFICATIONS FOR ENGINEERED FILL- RE-OU1RE_MFNTS. _ 0 O W-9' 6' -Y' 1'-2' (8) #5 x 6'-3' (8) ,y.5 x ti'-3" SEE SPECIFICA''UNS FOR ENGINEERED _ _ FILL RE-OU1RLMENTS. F-- SEE SPECIFICATIONS FOR ENGINEERED Q O 8'-0" 8'-0" 1'-2' (8) p5 x 7'-6" (8) #•'i x 7'-6" FILL. REQUIREMENTS. - I i 4 3 4 5 6 7 S 0425,-0" l U 1 ! 1 1 :� 1 4 15 16 17 18 Z * ___ LL 400' I; __ .-- --- . - --- _- _.-• -_- - --- - -- - - - - 25'_0"" Q 3 2' 1 I� I ( A3 I rAM1 i I ( I I I I 2 Al OPF' HAND A AI A3 � OPT' NAN Cr/� �4 t LJ 8 39 `' 1 t CA :S7 I 3B 5 I 6 J4 3.7 3l. A� 31 30 29 8 I 27 18 A g ( :i� 24 6 I 0 O ----- -f-� - - - -� - - -- - ------ - __ __�, C� C� _C7 I [� _ 27 24 D O O ►J C7 O O r ---- - --- - --- - _ ---- - _-- - --- ------ - - - - - -- - - -- - ---- ---- -- - - - - - -- -- - ------ - 6 - -- �-7� -1 - f, - - - -- - - --- ---- ---I I 6 c j 17 22 As 22 ?I 12 9 I I I o ll . . , I i h 40 I r I 16 �It ( TYP. AL . AS A5 B I I [2311 a of •' I ! u II _k�� u S t; Il I n 11 OI I " 21 N N ; ( N WALLS U II tl V I C.o.�- -� -- - - - - - - - - - - - - - - - - - - - _. - -- -- - - - 20 I 22 -` •t a -- -- -� - - -- - - .- -- - - -- * - - - -- r�- x tv n fV O N N U ,+ ` CONNECT TO I f ! N1 4 � 4 x v, x 0 N P28 _ _-- SEWER :;1'STEM�- x D x 40 I to 18 18 .0 C 21 ru x to to x tri 21 _ 1 ! A4 ��'I 19 1 N g to A4 A5 x �O to '1r s 41 I m '- r r '1 r -1 A5 r r I r -1 r t r r r I I I V f I R N r -1 F_ -1 ;i 1 -t + I I kn N L C L C L C I Ifs L L. Jn L Jar, I I L J I_ .. _J L J I I L _f I O O O L JOD L '�/ �� J V L _10 O C I_ 0 C I (8� DATE: II O O 5-15-95 I I II f 15 15 I II -- A I 1 16 26 1 DRAWN BY: 0 0 3 r i 19 0 0 �� o 0 26, 0 0 26 o a C6 * A5 I OA SLC 'GS8 `I I 42 u t� -` u v U v I- I a CHECKED BY: N I N N 2 N o I - 45 I I �•'' o 46�i M o 4071, o ,,, ,� I ---�� 1. DR W A3 I x x k �' x x x x x 11 2a N x + I 1' to on \ q to e w to M .. * AS Ijy C1111flN REVISION to 2 1 _- _ i CLOSING ro 2 +gym LA_ 7 6 TYP. EA. END I I I Rtl DATE: (�, I �� o I- -1 A5 A5 r _I 20 - - A5 r r I }- �}tom+ r r I_ , ( I r r 1_ 1 !. A4 r -1 F r r , I I I(tQ /Is/as a-to-95 C o -- 1 1 I I . I I L -- - k -- I I I I ----} - - L J ! I I I I I L J 1 } ---- I f I i 43 I_ J U L J L J L J L J L J L J L __J l_ J L J 1_ J I p O O O O O . �i CC) OO - o N to 20 C C C G C D C C O O o t 11 + n I I 1 1 -g ?.7 u v 6 U - - 20 I I I A4 A6 44 1 N N N N _.- N N N C� N fie �� I e g c, I I x x A 22 x 8 7 x x p x x x Q x - 18 0 i to 20 I 1 14 tc' `° '° 'o A4 A4 w o t0 co 1 c0 r0 to Q- i I� u) - N A4 1 1 v A6 18 IIx A-5 $ m I 14 N 11 OIA P _ in�j 24 � YACKENZIF/A 70 a surATES,v r I TYP rY --ter- - - - --,r-t- --- - --- -------- - - ---•-- ---------� ------- - ---- -- ----- -------- - ---- --- -- - - -- --- ----- --..---- -- -- , AwiNc: ARE nrt rr � t 4tI- --- - - - - S� (}R p�pp[p pF - - "-'7--" -- ---r- _ MACKEN7�, SAIn 4 A SOLI 11$,e'C(M(•9 _. __ _ -. -_ - __-. __ _. --- -_. _--.-.--_ ____ --- - ,r -1-_ 1- -_. -_-__- - _. - __. _- _----_ - - 410 1A� NIB M115�111/f�TYPICAL - OA 20 �i`Tik°" Ar"rEN"rA Nia i Cf M/SA �3� (� � O \ � iL'l I 13 A4 0 I 10 8 24 L--J 8 L_1 8 (��Of ENING 8 I�8 8 10 11 8 C] 13 8 14 8 11 16 12 17 SHEET A4 23 - (_J 4 c TYP. C7 7 A6 TYP 2 14 3 4 3 9 A5 24 Ag A3 A5 3 A A6 A6 15 A4 1 YP• Al 1J U OF F d FLOOR/I=OUNDA11ON/ROOF FRAMING PLAN .1011 NO- 1P SW Durham,Bldp 188 EUP 95-0291 4n19 2. 51 F� REVISED PERMIT SET 8/10/95 g IF THIS NOTICF AVI'F.�RS CLEARER THAN THE OCT 5199B DOCIIMFNT,TPP DOCUMFNT IS OF MARGINAL QU kLITY' MICROFILMED 1�111�11 111 lµ III j�1111 111111111111 1 11111111111111 1111111j11f11 1111p�1(1�11i i 1�111111111�1 ! 11i1111ji1111 I 1111111�111i1 1111111�1(11i1 f1111y111111 Ijljl�llljijll 1I---T_ _ TI`_ -- - , IIIIIIII Illlhl!►11IIIIIIuitnlln1111mI it llnhmll111 Imhlll Iluhln Imhm Ilnl11111, 11, nnlull nllhlnllluhil Inl{mI I- I�itlnll�ilmilrnllllt�nn mlm, ,Iehlft nn{cul unh�!t il1►I��u►I�. tllnb tnllm nnl►III u11hn�►IIIIn�,I++t ,. - .,,.,.....•.. ., t' .,.c. ... ._ ... .. <. ,. .. ... _ ..-. •. ' .. _ � .-LI�IYn•.. : +At:1a''L -• u...,,...Ya- - _ - _.. .. _ .. ....,., -- .-.... . __tea .- -� ...•.....• . ... - - - .A..d.a.,., -- - - -- `.=.tom CL KEYNOTES _ 1, 9' x 10' OHD DOCK--HIGH TYPICAL O SOUTH ELEVATION (n 2. DOOR ARMOR TYPICAL - SEE DETAIL 2/A3 Q w . 000 I I w 3. DOCK BUMPERS TYPICAL O SOIJT1f ELEVATION � - 4. 5' REVEAL TYPICAL - SEE WALL SECTIONS SHEET A3 c*- 5. ROOF UNE BEYOND U OD 8 GUTTER, 8 x 8, SEE DETAIL 24/A6 FOR EXPANSION JCINT 0 a 7. DOWNSPOUT 6' x 6" SOUARE, SEE DETAILS 22/A6 & 2.3/A6 FOR D.S. GUARD V! 8. PAINTED CONCRETE TYPICAL Q o� v i 9. 12' x 15' OHD CCL 10. 3' x 7' HM DOOR C w 4 11. ALUMINUM WINDOWS TYPICAL 12- STO FINISH OVER DENS--GLASS GOLD BOARD SYSTEM TYPICAL Q 60 O` 13. ALUMINUM STOREFRONT TYPICAL 0 as I I 14. FUTURE OPENING HOLD BACK EDGE OF REINFORCEMENT 6" - c 00 15. 9' x 10' OHO DRIVE-IN TYPICAL Q CN'n c 0p, o► 16.A 17FLASHING . METALSTAIR & LANDING, CONC. FILL, SEE DETAILS 2/A6 & 3/A6 � a w c C � Q C B 18. (8) 16 EACH FACE EQ SPACED • ch o r 19. (6) #5 EA FACE EQ SPACED N o � 00 16 T _1 q A4 4 20, (2) /5 O j EXTEND REINFORCEMENT 2' 6" PAST OPENING 4� A3 12 - A3 21. (3) 05 EACH FACE EQ SPACED iAJ Y 0 vi 18 i 9 20 25 21 23 I 1 _ — — — — _ P4 4 �f a"t �— - 22. (8) �5 EACH FACE EU SPACED ° o T 23. TS: 8x4x3/16 MULLION -SEE DETAIL 16/A5 Q rtioo - -- - - -- v, - - 1 - - -- -- 24. GLASS PANEL ABOVE IN NM FRAME 4 SEE PANEL 44 SEE PANEL 43 SEE PANEL 43 SEE PANEL 38 SEE PA L 38 ;� a n 25. YARDUGHT MOUNTED AT PANEL do 2'-0" BELOW TOP OF PANEL - f ( 26. (not used) 27. (not used) — _ L � ++1 I 28. (not used) (� SHEAR WALL I _ __ NI I I I 29. (not used) e. NO OPENINGS 30. (not used) 31. #4 AT 10" O.C. VERT. AND HORIZ. f - . -. z � 1 32. (2) #5 O ri 33. (2) #5 O � CHORD TIE STEEL SEE 1/A5, ac STEEL 04'-0" BELOW T/Y _ — — -------------- - 46 U � (r 20 \(7A4)( 14 14 11 12 CONC FRAME (11 00 10 A4 • F N TYP PANEL THICKNESS 1'-8- WA 1 12 FROM 0, ) EAST ELEVATION BUILDING SECTION `� A PANEL THICKNESS-7 1/4" U.N.O. 1/16'-1'-0" A2 - - - 1/16"=1'-0" 0 0 � ._- mQ 4 GENERAL NOTES a� Q f'c = 4000 PSI FOR ALL CONC PANELS A � �- 2 �) � m G 1— A3 Of rn 31 PANT COLORS: TO BE SELECTED BY OWNERS a f - 25 19 32 ' --- (�40 41 C 4.3 1 44 COLOR #1: BUILDING BASE. f 16 1- E \._�(31 �-J 32 31 19 2 33 3? T/e COLOR 02. SIU FINISH & GYP. HOARD SOFFIT. CL C4�-- SFE PANEL 3b FE PANEL. 38 � YL t --- �� 21 i COLOR /3' FLASHING, GUTTERS, DOOR ARMOR. n..t � , i 33 I 19 I `./ o, STAIRS, AND REVEALS. - I ,1 EXCEPTIONS: DOWNSPOUTS PAINT TO MATCH SURFACE MOUNTED Oft. C4 i 32 I N DOWNSPOUT GAUROS TO BE. HULDING BASE COLOR. 1 / SHc'AR WALL ;I 0 NO OPENINGS J A-IT-OPENINGS f _ T C U 32 21 32I I --- 32 3 REINF. � n 11 9 �12 14 9) 2 sF-- 7- 0 A6 24 10 O t.J.- r WEST ELEVATION _ 2O A4 A4 A4 �Ar 12" FROM END, TYP.) PANEL THICKNESS=7 1/4" U.N.O. 1/16%1'-0 Q Lt! LJ —J J A3 A3 �► V) /` Ix �_ 100 0 X 1 2 3 4 / V U 4f \. , I e I ' P o vT 5A4W I T YP. - I a W�2 , 7 5 �3 7 I - I 7 17 - j 7 ,0 „ 7 ,2 ,3 n ,4 ,5 ; 7 ,6 N i�5 ,7 ,622 3132 �, 6 I 31 32 22 31 21 32 A4 I - TIr 1N Imp O on I � ._._.. oYL �Y- A YL 2� SEE PANEI 4 22 SEE PANEL 8 SEE PANEL 6 SEE PANEL 6 SEE PANEL 6 22 SEE PANEL 6i SEE PANEL 6 SEE PANEL 6 I SEE PANEL 6 SEE PANEL 6 SEE PANEL 6 SEf PANEL 6 SEE PANEL 6 (OPP, HANOI �' / I V 33) 8 22 33 32 33 SEE PANEL 6 - - -r-- _, � 1 T ,. N v ---d L0 --- I ' 20 - --- -- FF 0 I FF - FG �� - -- - -- ------ ----- ------- ------------ = - _- ---- -_.. __ ___._-- _____---__ ------------------_____-_--_____- a ATE, - ---- - --- --- ==::::: - -- - ---___ _-- ---------------------------------- J —� d 5 15-95 3� 32 _- �Z __ - ----- AS 3Z ,O 17 AS Z3 DRAWN BY: SOUTH ELEVATION ?'�. �CHECKED CHECKED EiY: PANEL THICKNESS-7 1/4" U.N.O. 1 6 Ra1 -0 DRW RE VIS„ON EDITION CLOSING DATE OPP 14AND f1 10 95 1 I I A3 I1g 1 ? <I6 15 14 11 10 g 8 7 0 5 4 3 z 1 � '1 i 1 � 1 � � , _ � ' 35 38 37 i 31x38 I 38 22 18 14 24 25 25 27 I CF'I 29 30 31, 32 ,3 I 34 I I � 1 22 C� 32 331 14 I TA 25 I -_--- -_ � o� o n _ �fyL 22 SEE PANEL 38 SEE PANEL 6 SEE PANEL 38 E PANEL 3 4 �`r"\J ` SEE T'A`:EL 6 SEE PANEL 6 -EE PANEL 6 SEE PANEL 6 SEE PANEL 6 SEE PANEL 6 I SFr PANEL 6 SEE PANEL 6 SEE PANEL 6 =-a 14 � � ._.___, AA:IlEN11l,SA11J�ASSOCtA RS F . '- SEE' PANEL 6 SEE ;'ANti_ 6 18 b _- ,ess, Au mto+TS RESERVED SEE PANEL 38. - -- _ --� l c---•'— /p�L)I N IW�MFgR.�i�.IFUN7Eff 1� N rE RMA SLJNMsA ` A h r ____ ____—_ � C� NDT 54DPf M �h ry I - _ Mki TTEN 1 14 ---- — SHEET o _ __ 12 S FET ia F - f ----- ----- ----. --[TI --- -------- - --- ------- ----- -=-a r` L ___ --- L--------- _1________________1___ L_ -42 ��-------- ------ ------ --- -- ------- --- -- -- --- --- -- -- ----------------- =Z-:: -- ---- -------- ------------------- -- -- � 32 14 13 2 13 15 1!S I5 15 12 13) 11 11) 12 12 15 23 (t NORTH ELEVATION aF� PANEL THICKNESS=7 1/4” U.N.O. 1 11! =1�-0 JOR NO. .� 1 29518E REVISED PERMIT SET 8/1C/95 7278 SW Durham,Bldg IBB 9UP95.0291 -.- 50f9 IF THIS NOTICE APPEARS CLEARFR THAN THE OCT 51996 DOCUMENT,THF,IKICUMENT IS OF M/tRGINAI.QUALITY. MICROFILMED ►Ii�I�Ilili�i i�i�i�i�ilili� I�I�f,l�1�111 f�1111111111111 Ill�i�lil(I�I 1 t111j11(Tjl�i I(I�.illi!; KEYNOTES -- 1. FLASHING 2. BU RGOF ON PLYWOOD, SEE PLAN W F 3. 8a8 G.I. GUTTER WITH 6"x6` DOWNSPOUT F'- 0 k 4 BIRD SCREEN Q 'M D 5. R-19 BATT INSULATION TYPICAL, W/ WHITE VINYL LINER xao 6. TOOL INSIDE PANEL EDGE TYPICAL 'N O rV I. 7. 5" x 3j4" REVEAL TYPICAL. V, a m i� I 8. 6` 20 GA. METAL STUD AT 2'-0" O.C. (n a AA� I SLOPE ` O 9. 15x3xj4x4` AT 4'-0" O.C. WITH 3j4"0 EXPANSION ANrHORS i0 CONCRETE •Q ,�?a WA 1 �� 5 ( T Zo _� PANEL AND (3) #10 TEK SCREWS TO STUD m t 10. DOUR ARMOR--1/8" BENT C W/ /E3 x 1'-0" O 1'--0" O.C., EXTEND ARMOR ri� M Q �. • • TO BOTTOM OF SILL ANGLE, TYP. _ o p" O TA1_ATE_= - _ T�RLATE - _ _ 13 11. ANODIZED ALUMINUM WINDOW SYSTEM WITH 1" INSULATED GLASS � � � r � W 1 12. EDGE OF CONCRETE PANEL BEYOND f-- (Al p > I 2 28 D 13. 15UNDER 1FLASHING, W/ ROOF FLASHING, EXTEND OVER T/� WHEN PARAPET •-o rn Ln �� 1 14. 6" OF FREE-DRAINING GRANULAR MATERIAL. a- 202 c `f • 5 __-_- _ l 4 15�9 . CONCRETE FOOTING, SEE PLAN FOR SIZE AND RE:NFORCING W p O tV j / I T/BEAM T/PLATE 16, 3/4" CHAMFER m � 28 r_ ) ,) ` ` 9 17, FIBER CANT STRIP �' j O`p 1 ( ( J 18. GL. BM, SE_ PLAN FOR .SIZE W 19. 14 GA. TOP TRACK & BOTTOM TRACK W/ (3) #10 TEK SCREWS, Y 0 N C •• 5 ( TRACK TO STUD, COPE h BEND S FUD AS REO'D �� o .2 c t 5 3 20. 14 GA. TRACK / n rT 0 _ . 21. 6" 20 GA. STUDS O 2'-0" O.C. O RECESSED ENTRY W EXT. 5/8" GYP. SOFFIT Q O ri a 4L• 36 I 22. SUBPURLIN, SEE PLAN FOR SIZE 23. RECESSED ENTRY, SEE PLAN FOR LOCATION 7 I I 24. 6` x 20 GA. STUDS O 24" O.C. W/STO FINISH OVER DENS-GLASS GOLD BOARD cy- ON EXTERIOR. in I 1 l I 25. 6" 20 GA. STUDS O 4'-0" U.C. CONN. TO (BOLTED VERT. STUD) 'Y/ (3) /10 TEK SCREWS O EACH END, MIN. (3) PER ENTRY. � a {r I 26 EXTEND DOOR ARMOR TO ALIGN W/ BOTTOM EDGE OF SILL AN( 35 18 TYPICAL AT ALL DOCK-HIGH DOORS I i1 18 r 27. OVERHEAD DOOR, SEE PLAN FOR SIZE AND LOCATION IL8_ PURL1N, SEE PLAN FOR SIZE �-- r!'- 29. CONCRETE SLAB, SEE PLAN FOR THICKNESS AND REINFORCING O O 30. S70 FINISH OVER DENS-GLASS GOLD BOARD. �) ! I 31. L 4 x 4 x u x FULL WIDTH W/ #5 BARS O 1'•-0" O.C. ---/3" 'r'- I z I 35 32. W4 O 12" O.C. 9` w -It-- 3.3. � Q w a I 3.3. p4 O 2'--0. O.C. SEE DETAIL 15/A4 � 0 f a I 34. /4 O 4'-0" O.C. SEF DETAIL 15/A4 ;olO I 1 35. CONCRETE PANEL.. SEE ELEVATIONS FOR SIZE AND REINFORCING � 36. 4X8 WOOD LEDGER, SEE DETAIL 8/A5. z 37. OVER EXCAVATION & COMPACTED ENGINEERED FILL BELOW FOOTINGS, o J I SEE SPECIFICA TIr,gS, TYPICAL ALL FOOTINGS. m Q 16 14I 7 r 35 .� ;03 Q i 0- I Of r I I ;T io J 4.IT- . (~ 0 a I I r rr ! a, • I• rn j co N rn e j ` I I c • / 19 I I I C00 co Lr)� N •• • N I N v7I 027 --I I I I i A b l ••I i � i i - __ I � � ' 1 1/2„ 4" 6 1/2' 0 - ft. I CLR. C. \ 12 1 10 i • I • I N I• I I � \ I 16 �L Q e --_ ---._ • I• it � � I ' I • i 1 1 N I _ I W 19 6 1 - - DOOR ARMOR, / �I I• 27 ii A8 {� I c,t I b I o 12 ' IF I b �, I it - - 16 A6 - _ ! ; III ( � I • �� , �,�_• II 04 I ! J I o 0 10 I I a I - NOTE: TOOLED JOINT 1/2" DEEP I ACROSS FULL WIDTH OF PANEL DATE: II I FILL W/ SEALANT (FUTURE 5. 1`i-9S o vi 31 I FLASHING AT STOREFRONT) of z 34 29 I 29 !9 l33 TYP. ALONG GRID "A". DRAWN BY: 21 29 II 'tv o -' I 33 l 3 GSB U A6 h' I SLOPE :N I I i 26 -SLOPE FLOOR LAST 6" O OPENINGS, TYP, CHECKED BY: y FIN. FLR. I ' �0 Lu FIN. FLR. -- w FIN. FL?, _ FIN. FLR. _ [7RV1( i `or� - REVISION .. , 1 I �., 1 >> c I ? ^i0:a°oa ar3udb�Yavo nl,0 . ,,. U,,, 1 ,. l� 1 0 i I,: i I n tl . I 0 nl.. u, a i 0• pkv I f Or D Ilk. c ,�U k' i U ^I o ' �IT10N o • i ( � JdVil,"-ii 0 d91�'�'9 `ROd•AG•8U'2�d2 d?al SU fld'34ca � w��•• a, �.�••yyu�..c .�,.•y,.{ u>u •�, .r.. ,�,+�, c ,� }_ R�c��g ,r,:,r, ,�• yr • 4�4�wcr `� ' o• I ,!� Lw , a,• y.� C � BSDPt OP DUP o9lo9ii� iluo fl0�V0�3y0;,9aldY0dA0oYUp80 9Ud�0.8U dupi0'• U $0 (I nutl� I lg5D�a0Y 0650 '6 De5a086tt8 0.Y�jUtb�bSnB� 'DS uKbOY'( D u0>l 01b�B.� bbDRbU D85 a I i Y �a o` Flo � �37ypj$oaf `al y�p r� t�Q_f�_ >S s �i ggrr 31 CLOSING I ,°•.,-.+.., �'1x. �,n�a„b Ka�`bnti uti�e.�.� �1'�I UY UC 80�0�'b.�S%'.8'�'8,c`ni"�8�1'ip�'��'X'6�iL �C1'.'bXe�NYilr�ylq' �1i ',i��'rR�cRb{i'�tlt`'A'i4,ei°'�h�i1't^R8•tXos't.'11'11;1''Jf?'r �`�S.iX�ekitX>' " u6 orQ fh'8t ,Ik'X�1'I�a��1n'SiY..lt�kt4R'ik8''rY,iiS°�o� lhtt 4i' •9irPr1 �`fa , .-. �.,� DATE a I Ic � --- 1';a3�4 16 B io-95 u ' 14 � 11 ' - �I 14 6 10" o �, .I_- 1T1=1 - T- i_-7 �_ l - FIN. GRADE -.FIN. GRAD •' - ....... - 15 +. ..-i I _ i -� I._ - -1 15 ( I I -1 ----- D boob 5n8bDR5 -1 I L..... l I _I I ` I� '»"� •1 Z * Z I MACktNZIt;'SA1Y0 k ASSMATES,P 1. • i� =1 I , i I I= =III: _.; I ;�A �, -I ` . •II `- ..-._. 99�. Z.LI RIGHTS RESERVED T/FOOTING j- I T/FOOTING J _ u�,ng rr i RpD,..,' T/P00TING M, ArNOS Arrt rNtn L� I I 11. 11 • ! q(, 1T To,( C7(CFP f M PENWSSON Or M • . 1`F�,�':i: :) --I_. . I I..` f -._ • 1 41 I 1 X11 hi- • • SHEET --,r- •� , uy � ti's .� -I___.•!-I - 'rk' 4 •y�'�` I I I ( '� � _ ✓ J _ 3' r LR. �',1'� 3" CLR, X - _ VI _) �r .»((„ 'fir �C W IIT. / y W' 7^� i WALL SE'CT�ION 2 WALL SECTION _ WALL SECTIO! _ 4 WALL SECTION OF e Ai'- A F STOREFRONT (SIM O DRIVE-IN DOORS) +� •�1••� A-3 AT DRIVE-IN DOOR, AT GRID "1" 3/4"=1'--0" v- 3/4"=1'--0" A� AT DOCK-HIGH DOOR 3/4"--1'-0" J0�8 N(�. 295186 7228 SW Durham,Bldg 198 BUP 5.0291 REVISED PERMIT SET 8/10/95 I IF THIS NOTICE APPEARS CLEARER THAN TF1F. OSI 51998 IX)C1IMENT,THE DOCUMENT IS OF MARGINAL QUALITY'. MICRON I LMI1.I) � III�III�lill IIlVMt 0Il�j jl 'I�I�I�I�I�IlI I I�IlI��IIlI�I I�IlljlllllCl i i!1lrjl�T�1�1 I I(IjiEl�l�l�! I (�IlIli�l�lil i Ill�Ill�l�lii `!{I�III'i�illll 1 ijllij ,1I11111� Inlnlr nnhill Ilnhlnlnnlnl Iunhllr nllhrn nnlnu nnlnn unllm nnhrrl nllhnllnrllsln unlnn unhl�illlul{un nllhnllntrhrn u�IInII�iIIIrkInt�I�IIIIn nl;llnl rlsrlrtlt rnr{rn1 anlnss+nit s;Iinrs ushnt rnIInII illshlls►mlll m • mwrw I n RAJIUS TOOLED EDGE A--- ---* x V-0" LONG SMOOTH I U DOWEL O 1'-0" OC GREASE �. --- L ONE END. AT POUR STRIP I — �i 3" C R- USE /4 x 3'-0", DO NOT m u --{2) /+5 AT 4" O.C. 1 l *x GREASE (SIM CO&D) -_- ot Lni �jONCRETE SLAB CONNEC 1 KA 'A' SEE PLAN FOR THICKNESS & Q Q N QJI r• REINFORCEMENT * A U �� N 00 ti ! i " 6.. 1L ,�, (2) /!5 AT 4" O.C. Oh V --COARSE GRANULAR BASE Lu .ti x V) Q 6 M QO - t Q • r l_ I FD .InINT INSTR 1 .jj 1N S: ` Gam.� • �X I I I. DOWELS ARE TO BE SAWN (OR IF SHEARED, AGRIND EDS TO REMOVE DEFORMITIES). CONNECTION B _ _ O oO CONSTRUCTION JC).NT a O Q�00 C v n N _.� —SAW CUT j" x 2" --d i X41 r V? c0 rn kr .9 MAX 25' SPACING- .9I U a 0 O N -CONCRETE SLAB, SEE PLAN ,� �� ` m o M ---- I _ FOR SIZE AND SPACING - - OF REINFORCEMENT. — (2) /5 x 9" LJ O p _-----COARSE GRANULAR BASEN.•� 1 IyN �C� t� , _o o —_ A-9" Q U 00+ t C r Q O(L CL CONTROL i B •- y� y—- --_ B=h PANEL THICKNESS t ri—,�CONSTRUClION/C.ONTP...r.)Il— JOINTS 2 WELD CONNECTIONS 3 NOT USED _ _ _ 4 NOT USED _ _ ri�� NOT USED A4 3/4"=1'-0" A4 NOTE: REBAR MUST BE ASTM A706 N.T.S. A4� A4 A4 ! Z CHAMFER TYP. Li " x 2" x 4" 3/4' MAX. _ —SEALANT U 112" MIN. -EMBED 'B', SEE DETAIL 3/A4 r a —BACKER ROI) 10OLEU JOINT O 1NDIDE FACE. CONCRETF PANEL M �, CONCRETE PANEL 00 �•.J --TOOLED JOINT it INSIDE u �r -- - �/ r •� - (n 0 W EDGE, TYPICAL. 'Mi ` I,k t:) :� W LLQ 1 INSIDE: FACE • I ------------ - r� - ---- -- -- - -•---- Z O 0 I I r - --1 j I I - '� ,» a ----�(" REVEALS w i I -------------- ----- - ----- --------- - -- ..r a A I = 1,� V • 'J i • J • • • ----p- --__- -- --------------- - '~ I I \ `, 1 ~ I I r`L BACKER ROD oC I I \ a Q ' -- ---• - - - •- - • - ► I I I I EMBED 'B', SEE DETAIL 2/A4 t 112 -- OUTSIDE FACE I CHAMFER TYP. a I I �m g CLR. " a I BACKER ROD i U 1 1/2" CLR. - I \ Q - I ---------OUTSIDE FACT OF- CONCRETE TYP. � +�' SEALANT iv i � SEALANT I i L 2 x 2 x x 5" LONG PANEL 3/4" MAX. ---. 1/2" CHAMFTR TYP. > c`� �� , l� t I \ U 1/2" MIN. .r -- EMBED 'H', ,E:E DETAIL 2/A4 f I K C W ! I '� --••--- -EMBED 'A', SEE DETAIL 2/A4 S ` ( -----NUMBER OF P"W4FORCING � � DOTE: PROVIDE CONNECTION EQUALLY � t ! E''E] Q t j BAR:' VARIES, EQUAL SPACING ti " ► 0- SPECIFIED SPE-CfFIFO EACH FACE SPACED, A7 4-U O.C. MAXIMUM I I cn ' b 1'--0` ABOVE FINISH FLOOR O� I r NOTE: PROVIDE CONNECTION EQUALLY NOTE: -SEE PANEL f.LEVA PUNS [OR REINFORCEMENT AND THICKNESS —� NOTE: AT PANELS WITH DI<Av^ STRUT SEE SPACED, A7 4'-0" O.C. MAXIMUM 1/2" MAN. �� STRUT PANEL EL I.A UOUSAG 1 -0" ABOVE FINISH FLOOR TO ,Ir 1'-0" BELOW LEDGER OR (TOP PLATE) 1 �,� 1 NOT USED � TYPICAL PANEL LEG REINFOR:OANG a END T_OEND __ a__ PANEL TO PANEL CONN. io PANEL PANEL CONN. __ + N(> E: SEE PANEL ELEVATIONS FOR REINFORCEMENT 1 1/2"=1'-O" PANEL J=-INT - _ _ -- 3" 1"-0` A4 INSIDE CORNER 3"=1'-O" 4 OUTSIDE CORNER 90 DEGREES y"�1'..�,• A4 -- r Y- Ad NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS NOTE: --SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS ---� SEE EMBED DETAILS < -SEE EMBED DETAILS -SEE EMBED DETAILS � w ' ,,,--COL., SEE PLAN BASE Q CONCRETE WALL PANEL ---SHIM SPACE W/GROUT _- �2'-0" x 2'-0" x /14 DOWELS --BLOCKOUT-GROUT FULL • —� / AT 4'-0` OC TYP UNLESS NOTED BELOW. 1 WITH CONCRETE )f BLDG / PROVIDE DCWEI_S O 2'-0" 1_C O- (Y —CONCRETE FI.00R SLAB 166_ SOUTH ELEVATION_ I W AND REINFORCING THICKNESS E PLAN FOR 187- NORTH& WEST ELEVATIONSV_-_-„ _ 188 NORTH ELEVATION � �; 181i EAST ELEVATION F.B. +ENGTH do 1>i0 WEST ELEVATION W 1 'COARSE GRANULAR BASE 10TH AS REQ'0. Y 1" AT SIDEWALK '.-CONCRETF SLAB OVER EXCAVATION ac _ _ i u` —BACKFILL W/ ENG. FILL, 6" MIM. AT FG— - In \ SEE SPECIFICA FIONS, SLAB RE1'JFORCEMFNT , 1rAB p4 AT 2'-0" OC E.IN., CJNT. TYPICAL. �'-- THRU FILLER' S iR!P (TYP w' 0 0 ALL FILLER STRIPS) 1 1/2" f jow- i o __-----EMBED W. PROVIDE CONN. 1'-0' !� I I COLUMN, SEE PLAN n � / FROM EA. ENO OF F�,. PANEL C -' LL GPOUT BED TY1 1CAL 1 • BASE x 13 r i.3 ------� � �" -� MEED 'C', SEE DETAII. 2/A4 o UAW WITH (4) -X"• ITW TRUBOLT TIFTG I,. ' EXPANSION ANCHORS WITH - - OP. FOOTING SIZE - SEE (I � MIN. 6" EMBED I FOOTING SCHEDULE AND p FOUNDATION PLANS CENTERLINE OF FTG. A f CENTERLINE OF- PANEL EXCEPT - AS NOTED ON PLAN - " ,r C,d'�y LR. °'-•': "- . _ENG. FILL, TYP. SEE SPECS. ( - --2-0 x 2'-0" COLUMN �i COLUMN TO FOOTING BLUCKOUT , PANEL TO SLAB TO FOOTING _ DATE- 5- 15. 1595 NOT USED _ �2 NOT USED ^_ NOT USED _ A4 A4 A4 �� Dr,AWN BY: r �- --4 x 4 P.T. NAILER W/ *"0 A.B.� �S®/SLD 1 O W-0" O.C. (REQ'D ONLY O _. UNSUPPORTED PLYWOOD EDGES) 1L' Y2 x 10 x 10 W/(4) ., CHECKED BY: x NAILER %"e x 2'-6" D.B.A.-- DRW —4 x i P.T. NAILER W/ A.B. O 4'-0' O.C. - SEE DETAIL B.. EACH t 1/2,• EDITION REVISION ti/A.J FOR ANCHOR BOLT � -----!(' J( x 6 x 18 E � SIDE �y --- ' - A -- - `.- (8) 08 W/(4) )("e M.S. cLR TYP. � � � DATE:CLOSING U- AM BEAM WHERE OCCURS CLU LAM BE M - f tl -GL L J( / ! `T -- _ -- #4 TIES A 8" UC / ---- - �i —ALTERNATE CROSS TIES, TYP. —�— 3 7/13Z95 LAP SPLICE I-� 1 I W ALTERNATE CROSS TIES, TYPICAL --------- -- PLACE CONN 1'-0" FROM FA A 10 AS 5'-0" 17 1 B T---- i A4 A� O • • OF REINF. 3' 3' s" t t/2' — /4 TIES A 4" O.C. END 0► PANEL d CONC. FRAME _ o -FTG CONN BELOW SEE 201A4 ! E0. EQ. 10 O O / --- CON(: PANEL SEE E�_EV PURLINS, SEF PLAN 3 RA4 U J i " I A4 o - 1 0 1 0 u -3" SLOTTED HOLES, TYPICAL 4 ' --� x 3)¢ �e 1 G' n o _--- - WITH (2) 116 x 3'-CI" A706 °0 l �x 5'-0" ( 5'-0" / F , F.B. LENGTH BARS EQ. SPACED �_. ;n r------ TIES A 8" O.C. LU-IAM BEAM, ,,EE FLAN LAP SPLICE LAP SPLICE 1 1/2' CLR. n Ae WIDTH AS REO'D.--- c 4ACKEN7IF/SAITO!A55(N,AIES,P C G FOR SIZE � 1905. All RI!x1T5 RE'7RYED I 19 v TYPICAL -rL' K / " ` _ 19 x 6 x 6 W 0 M.B. IN SLOTTED HOLE- — DRY PACK AFTER WIELDING INSP. THE DRArwN dti l!AWM("*THE P"'ply yin • �1 I A AS5KEED 40 TO�F. UeE'1(�t�ERE1Rh- �D MACKEWWII F SOGtAttS PC M V) �` _ —FULL GROUT BED TYP. p)) ANF M ION $M1} n+E N L_J FR, %,AmN PERP!§:TON , M/4A (i OF FRAME -------(6) X18 _ SHEET 74� ar J6x8x8W/(2) 0x4 Q 24' •— 1 o e X 3 H ( ) R OF REINF. N.W.S. o WITH 1 x 4 x 4 --PROVIDE #4 DOWELS INTO SLAB 1 1/2' S t /2' I [ __ I � WITH (2) {�fi x 3'-0" A706 1'-0` O.C. EACH WAY - o - \—(i0) IIIB REBAR---� TYP _ 3 1/. 30 _ _ _!_� BARS EQ. SPACED A4 � FIN. Fl R -�Y-__ - NOTE: NAIL PL't'W00(1 TO NAII_ERS _ OF REINF. OF REINF. -- -- FOOTING SEE PLAN FOR SIZE 20 `� 20 _ ,�, W/ DOUBLE ROW OF 10d SHORTS --FOR REINF. SEE DETAILS -- ND REINF. /A4 I A4 EA. IND - I' f," A 3" O.C. _ 18/A4 dt 17/A4 OF 8 + F HOOK � CONCRETE FRAME _ >r� CONCRETE FRAME BEAM � GLU-•LAM/CONC. FRAME CONN. _� CONCRETE FRAME LEG _ r2�OSHEAR CONNEO1ION AT FOOTING J08 N0. � —.- -.1/8"_1 _0" 1"_1, O. q4 - __ - ------._- 3/4•_1,_p. �►*- 1"'-1"-O" 1 1,17"-1' n" A � 2��51 $� REVISED PERMIT SET 8/10/95 "029 Bld IRR .._..._._..�.�---- —....... ..�.� .�..�� _.•-�, __..�.—.._�.�._.—.._..,..._..-._....�.—._.....---....._.�...�..�._.,...._„_._,__......_.._._.� ..—.._._.__ .....� .—_. � ,—._.._.__.._. ..._ _ 9 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THF,DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED AD (�IJI�IJIJIIIIIIIJIJI�IJIJI 1 IJlJIJI�IJIJI IIJIJIJt�IJiJI I IJIJIJi+IJ�JI I tI1J1�l�Tj1�l I I�IJIII�II1lln'I{IJeJI�tllll i IJIJIJI�IJIji 111111 11111 I IIIJ �IIIJIJI lilllllllll�l� 1!1011 MSO[M droY► Illllll{IIIIIIIII IIIIIIilI IlIIIIIIillli!IINIIIIIIIIIII!lIIIl111 IIIIIlIlI 1HIIIHI IIIlIIII!IIlllfalll!lilfHl IIIIIlNI NIlIIIt1ti111Jt+IP IIIlI11N N!IIHlI llnli Illl�itlalnl�itl!�+!rt INIII1rl!IrlNtl!trillil!'.illl�il41 IIIIIflI IIIIIIIII rU�PI�IIII+!nlhltlilltliny 1l�il�liilllll�r•,-,,..:.. ._ . -=:_><.. ■fi�'� — --- .e I RET. TOi� X 6 X 1'-2- & BOT. TYF y 1/4 U a_ - ROW OF 10d NAILS ' O 3" O.C., PLACE ONE ROW �j i U. HOOF ON PI.YW(�OG (� ' ON EA. SIDE OF A.B. =O LAJ tr, � O cV d 01 - -- - - - --- - -4 x 70P P.T. W/ �("I < I ---£X Tr'ND B.0 ROOF !k FLASHING -- - d x N DOUBLE ROW OF tOd /J A.B. O 2' O-Cy~i N cr PUL i TO TOF' EXTEND o 0 o SIMPSON NCCTA 7-6 TYP. .y 1 NAILS O 3" OC PLACE SHEATHING N ABOVEOVER TROOF.OP C IF LESS •PIAN 12' �� V) 0 aD M EATHING u - ONE ROW ON EA SiDE _ __ - GUTTER 8 x 8 =`'�` ° / V) 4 d -- � _ OF ANCHOR BOLT SEE ELEV FOR LOCATION -FIBER CANT Q O CL FLASHING CLIPS O 8" O.C. c " _ z io / -- SIMPSON MT728B A7 4'-0" �`---- ALT. CONTINUOUS CLEAT BIRD SCREEN AT ALL - -r-� O.C. WITH jj"0 ITW TRU-BOLT � + p� ELEVATION - Vt x 6 x 1'--6" • i + DOWNSPOUTS. O - I R-19 INSULATION--/ �•--___=-__--=- ---�- WITH SPECIAL INSPECTION o 0 0 Q • p I • I WITH (1) ROW OF (10) 16d -- as I NAILS INTO SUBPURLIN C 00 �. I --4xP.T. TOP W/ ("• A.B. Q r N I- FOR PANEL FEINF. SEE ELEV. AT 2'-0" O.C. COUNTERSUNK ---- SIMPSON F26N EACH END '- �C ..- i`,uZ _ r J WITH MINIMUM 5" EMBCDMENT OF SUBPURLIN ' -- GL. SM. SEE ROOF (n C C ,01 M 1,4 4" �`\ 1 T DAP FRAMTOP OF BEAM AING PLAN FOR S �' U_ c C `t I - -- HLDG OF AARs 1 V I -CONCRETE PANEL \ NECESSARY TO ACCOOAODATE W O 0 C4 f "- - • I -SUBPURLIN, SEE ROOF FRAMING • m _ y 186' i89 (2) /5 PURLIN - SEE FRAMING PLAN PLAN HINGE CONNECTOR N 9 M m � Q j —� _- 190 FOR SIZE AND HANGER I \ W 3 ,r; 187, 188 (4) /6 I� ' -P.T. 4x6 LEDGER (SEE 8/A5) LJ ii Vj i -6" x8" D.S. • - CONCRETE PANEL 1 o p o PLAN -(4) 5 x 4'-0" A706 REBAR ID t G _ , ' OP PLATEr4"�SUBPURLIN TO PARAPET 5 HINGE CONNECTION a � CHORD TIE _ _ 2 PURLIN CONN. AT TOP PLATE _ _ s SUBPURLIN CONN. AT _ _ _ � _ --- -- FLASHING TYPICAL 1 1/2 1'- 0" A 1 1/2"=1'- 0` 1 1/2'=1'-0" A5 ct g W -•� ;� -+�-GLU -I.AM BEAM J PURLIN --------- V.B. AT PURLINS CLOSEST - - --€3.U. ROOI' ON PL YWUOD TO COLUMN h O - Z / SHEATHING ----- -- -- - CLU-•LAM BEAM � W CONCRETE PANEL 00 � 0 O cit z (- ,/4 -- - COLUMN Za C }jx12x12 � `' O � Ji ,-GL. SM. SLOPE SEAT AS -- FINISH FLOOR O W,7 (4) %"Ox4' 2„ w f - Ljj REQUIRED OR SHiM TO , ~ 1-2'-0" MAX. HWS AT 9" GAGE ru ASSURE FULL, FiRM BEARING I ' --� - Z O �v t 1 tI Y• AT BEAM SEAT FOOi'NG TOP PLAT i� - (� i z ^ fT - -T n ` 8 (4) �(" DIAMETER M.B. C' �lA�� ^�IMPSON HUC46TF HANGER _i/4 4" m 8 3' VERT. SLOTTED HOLES EL_L_r -----4 X 6 P.T. WOOD LEDGER J-�-- Q Q — N.T.S. ROOFING OVER PL YWOOL. V) m / ^ � - ---2x6 SUB-PURLINS. RELOCATE STRAP -�� m x 1'—6" x 8 �A7A75 N Yl ---SIMPSON STRAP ACROSS CL BM. TYP. _ �("v N.W.S. 80LT 12 -0 MAX. (REQ'0. BY D7L. 4/A5) TO BOTTOM OF AROD SEE DETAIL_ LEDGER AS REO'D. TO MAINTAIN MIN. 11 , ALIGN W/ KNin-NOTED ON NAILING AND STRAPPING TO FiRST ©OLT, THEN PLAN 4'-0" O.C. THEREAFTER. OF 6' FROM (j HOLT TO EDGE OF ACLOSE AS POSSiBLE - ------COL, SEE PLAN CONC W/0 SKFNING RODS. F- �/76 I I ---PURLIN- _ SEC FRAMING PLAN I --(2) �''S � x 3 x 6 W/ (1) /.5 571 r FOR SIZE AND HANGER x 2-6 A706 REBAR U (q3 - .._.. Q , _ io NOT USED a TYPICAL COLUMN CAP- -_ _._ _ ' - �'MPSON VB BRACE s LEDGER TO TO 9 EMBED, LATE 3 4"-1'-O" _—AT PURLIN UNE AT EACH 1/4"=1'-0' (TIE RODS 10 :;L. 1341.% / SECTION SIDE OF COLUMN, SIZE AS REQUIRED FOR GL- BM. --- ---HE AM, Sf r 3L AN -_ V.B. BRACE AT COLUMN ST�1D.LOCATIQM_ 3"_ s -- V) F'o S10L R, SEE A5 �/2"_ 1, 0 ` _ - -- -------- -- - I .J 14�A5 / j OF PANEL Q ----- 1. 8 x 4 x 1 x 12' - -_---_--- 14 x 5 x 16' W/(3) )("Ox6" STUDS - — �- ✓!< (2) /15x30" SEE 14 A/5 SIM. t.1J /4' FOR TOP ? SEE 2/A5 • - Lex 4 x 1 x 12' (2) HDBA W/�,� f . � _____ ___.... _______-_- -•_ --- NELSON STUDS BELOW J � A307 ROD PURLIN DRAG STRUT Z� x 19� Q BLOCKING AS REQUIRED � Ij x 5 x 16' 1�'(3) )("O j W/ (4) ROWS OF 46.0 � 8 x 4 x 1 x 8' LONG x6" STUDS h (2) Ir5x30", BLOCk'iNG AS REQUIRED-- r BEADS OF .3415230 GLUE-- SEE 14/A5 SIM. IP,'.;-4) ROWS OF )6"0 i1 � 1 1/Z^ �M EACH PANEL 1 LEAD OF 3M5230 GLUE OF rfh i � EMBED KNIFE �rS O PNL * (` - --- H[12Un w/11,"m- M I J ---------R 3j x 5 x 9 EACH I0 a A.7n7 ROT' PANE!_ W/ (2) 3/4-0 x 6" T-s I HEADED NEL`'-:)N STUDS U6E1 I( 4e✓ ,/� A 5 O.C. do (2? #5 x 2'-6" i A�07 REiN(-., BEND DOWN -t- e- 0 1 3 MIN. <_, - =-j-- _ ; NOT USED0 E) 12 STRUT, I / --CONCRETE WALL PANEL DRAG S RU , -•LFOR EMBED C SEE DETAIL 9/A5 - - - - - - * OF E -- 3 A� AS SEE PLAN iq BETWEEN RODS SIDE E' % x 10 x. DEPTH-1" I r r + NOTE: TOP PLATE NOT SHOWN �� I I �' W,/ (2) �("O M.S. FOR CLARITY. ��JJJ FOR EMBED, SEF �_�L�" _. 4 �, 9/A5 2,-6" w x I - _..�_-aASE �' � X 6% x 10" N.T.S. GL. B#il. ,. I ---- /�------------- —_ ---r ROOF HATCH � t DRAG STRUT AT PANEL CORNER _ 1 � _-- TOP PLATE ViEW (SHOWN OPP. HAND O BLDG 186) - 1 1/2"-1 0" - -PANEL JOINT - AS I =_- � FOR SIDE & BASE R,- Tv' ---1r- 1 �- A5 SEE DETAIL 14/A5 �' �ECTIQ�I T/E _ ��I, �}'�� I'tt ,z BEAM TO PANEL. CONN. AT CORNER 13 NOT USED _m BEAM CONN. CONCRETE WALL - - . - _ - - T --------PANEL, SEE ELEV TOP PLATE CONDITION 1 1/2 =1' 0 \ / DATE: A5 TOP PI-.ATF CUNDiTiON (SHOWN DPP. NAND AT BLDG 186) 1 1/2"�'1'-0" AS A A5 • " \_ �+ 7/13/95 5" 15-95 S -------EMBED }¢ 3" x 10" - DRAWN B`': WiTH 2 1 2 O x 4" WELD _ + 3/4'1 RUNG- f 1 _ SLD,/(SSB or ( � / V r i BENT i� 11 STUDS. WELD T.S. iN PLACE II 1 � CHECKED BY: Ln 1�• 3/8 x 3' x 2 x 8' T4['9C_QpENING C r — a LAGWIT1/2'O x 3" D12W BLOCKING - ROOF FRAMING \ o LAG BOLTS TO S I I IT.S. pVr,.T,l : ; DOOR A7 lrm.f_A.- -- _ x INSIDE DIM. OF 7.S., J�»•*�, - REVISION LESS J{1' (W/ CHAMFERED 1f� SOLID BLOCKING I I EDITION i I � ' 4'•--0" O.G. MAX. --- I � a �� DATECLOSIN�, CORNERS) W/ (2) 34 O �� ) ` SPACING EXP. BOLTS.- TS 8 x 4 x 3(e •I 1 I �{� _ � LADDER TO a s I I .) I I CL SEE DETAIL 16/AS FOR c ( >- TS 8 x 4 x - g CONNECTION TJ STRUCTURE i �) Q ROOF BEYOND --CLR. I a 10-95 Q _ \\\ \ ---_ ��C� ROOF HATCH WiTH LADDER " I I 3 SIDE DOOR JAMB, ANCHOR PER � _ o \ MANUFACTURERS LADDER CONN. RE COMMFNDATIONS RIGID INSULATION - -- TO MEZZ. = a. JAMB AT T.S. COLUMN - SLOPE FLOOR }�" I _ 1 -- --7„f -- - ----- - i I � _ I 2 x 6 TOP PLATE - LAST 6' O --�r-- - - 1DRIVE-IN-DUOR. 4 _ _ --ROOFING SYSTEM 2 x 8 CLG. JOISTS---j I \ 1 1 AT OVERHEAD DOOR ------SIMPSON STC AT 2'-0" O.C. 4" CANT 5/8- PLYWOOD DECK ,I k STAGGERED 44 - — w6S, AU.. RIf7Htt Rf SERVED ROOF SHEATHING I � \ FLAT BAR RAILS-- 7' NAUNENI,E,SIJ 10 k A$SOCIAhS,PC TYPE 'X' GYP. BD. / q y /QS Not U o'pO- 3 4"O RUNG 3/4 x 2 THESE 0NA1MN(:S ARE TME DT' fY I 2 x 6 STUDS AT 2'-0" O.C.— 1A6A N 1fN AgsE;1;10Nr M - q�— ICED i ANY MANNER ExCrr MIH TNF I \------DOOR ARMOUR, SEE DETAIL I - -- -- _ __ _ - WiTH 5/8" TYPE 'X' GYP. BD. f'HI(M7 11TLH F'iRN15S,1Y1 Y%SA SHEET I I 2/A3 j �• — - - SUB-PURLIN CONN. AT .K--HI 2 x 6 P.T. PLA-E---,---- 3/4' LA E-------- q ---(2) 2 x 6 TOP PL.ATE - 3/4" CHAMFER ABOVE WITH P,B, AT 2'--0* O.C. ---(2) 2 x 8 W/SiMPSON U26--2 ! SEE 1/A3 FOR /"' -- L 4 x 4 x X6 x 8" LUNG W/(2) 1("0 " HANGER EACH END TO PURLIN �? 3/8" x 2' x 3" 4 SLAB TO PANEL- r EXPANSION ANCHORS ---.-CONCRETE PANEL - -----2 x 6 STUDS AT 2'-0 O.C. _ WITH 5/8" TPE 'X' GYP.BD. WITH 1/2"O P.B. -------__.__--.-.__.--- C' 4 ' II t2 I (ASPHALT COAT ANGLE) EACH SIDE --- FIN. FL R. Az) U ' ------ - 20A ELEVATION C-10" TION -- II ----- V- R oPEN1Nr, SIZE • JAMB AT PANEL -� OF 6 ; T.S. CONNECTION AT SLAB PANEL _ n ROLLING SECTIONAL DOOR ris"�ELEC. ROOM WALL TO ROOF ROOF HATCH DETAILr2ON�ACCESSLADDER x J JCiB Nh. ! BETWEEN ON--GRADE OVERHEAD DOORS - 1 t/2"=1'-0" � 3"-1'_0^ 3"-1'- 0" - ------..�-_---- 314"=1'- Q" 295186 F REVISED PERMS SET 8/10/95 1228 S�7 Durham.Bldg 1e9 BUP95-0291 e o19 f IF THIS NOTICE APPEARS CLF.ARF.R THAN THE OCT 51998 DOCUMENT,THF.IWUMENT IS OF MARGINAL QUALITY. N11CRO i LM ED 111111111!Jill 1{1{1{I1I{i{l i{I{I{I�I{I{I I f{I{!{I�I{I{I) I{I{I{ISI{t{1 11'{1{?jl�l�l I I{I{1jl�l{I{I 1 !{I{I{I�1{!{I ill{I{1{III{Ijl !{I{!{iitjl{I{ I{I{I�1{I{ISI I�I�III�I�I� uihln�n11au Irnll,iihnlhll1Un111n1 llil{1111 IIlI{11111!N!IIlI IIIIIilII II!I{IlIililll{liP,1111l1111 1111�11111111111i1h111�11111lIII�IiHIIIt1�ii11 w,1111110161111111111!1111lNII 1N1{lili 1111�11111pillili 11}{litl INlilll ii1�1111 Ilii{1111 Ilp{Illi ni11i1i, 111 r - , _ . - --- rqpwrW 11 R", METAL STAIR, SEE DETAILS c 2/A6 AND 3/A6. -- _ - j I -1 1/4'0 STD. PIPE, -T--'- - PAM TED, TYPICAL -2 x 6 TOP RAIL r_ 1'-6" CLR. -- - -- x PR ----- -L 3 x 3 x J4 x ti' I.ONC. W/ (2) --.---4 8 x 6 S ( OVIOE - CIU x 15.3 0 H1LTI-KWIK BOLT _ _ CAP � • PAN•LS LESS � x 4 POST, 70E NAIL END CL =� F __ _- THAN fi*" THICK) _._._ ___. r---2)j'" ------- - - NAILS AT 16' O.C. L-- --3' x 7' HM DOOR TYPICAL CONE. SLAB OVER ,� POST 70 WALL WITH (2) 16d - TAL UEC -- r 1 J¢ 22 GA. GALV. TYPE B Ir --- 1'-0" ii' - 8 T • 1i' 'S'-8' ME y�, ' 4'-0" CLEAk 1 ` -- ---2 x 4 RAILS WITH (2) 16d �j ►n 2 1/2" CONL'. SLAB OVER e� NAiLS AT EACH POST }- _ --- - it - 1 1/2" 22 GA. GALV. TYPE 'B' W F- __2 x 4 KICK I _ MC10 x 8.4 II __ METAI. DECK G� Go - — / / 0 X N STRINGER'S p ' ,IMPSON H3 O BLOCKING (� n o N 4 n 4 OST 5 c> ?pE ---- O 3 ♦ LANDING FRAME - 'tI —� 1I \ �-----HM DO( ? 70P.dt BorrGM `1' ^ A8 I AS A6 i! CHANNEL CONN. b rn �" --iA00ER TO PLATFORM i° --- - I I -- _ - -_ --L3 x 3 x 1/4 Wj �(' e PLYWOOD DECK ON 2 z 6 �� o Lj LOCKINIG •- AT 8'-10'Y A.F.F. MI I -"OR - II P OCATE2'-0 AT CENTER AT 2'-0' O.C. Q •1 a - - F G ( • c*� X OST T - -SAFETY CHAIN - - - - /to OF ANGLE LEG)W. .o C �+ V' HIGH GUARDRAIL - -I - = - ---- - e_ - - --THRESHOLD O DOUR "+ - -OOUBLF 2 x 8 RIM JOIST • 1 • d U� 2 x 6 A7 1'-4" U.C. L- J L f "� --- I - 2) 12d TOE NAILS EACH 1,_ C U W/ 5/8" TYPE "X' GYP. BD. / - I -L3 x 3 x O ALL p - -- x ENO OF BLOCKING Q C 4-R {t) cn EACH SIDE, FIRE TAPE d �� I LANDING UGES I - -- v 2 z 8 BLOCKING EACH SIDE ` p L P.� t �` ✓ / OF POST a C TTT ry} \Q x T.S.104 x 10, / ------- _/ �- !JJ Ib O cV _ ----LADDER 70 ROOF - r ' x I L .� -{2) 1/2"e THROUGH BOLTS N • M ,/ ^ - 14GA. GALV. C �r W/WASHERS EACH SIDE Z ?i O p -iEE DETAIL 20A/A5 I - 2'-0' � PRE-FORMED STAIR FACE OF • • .- -y4 O 2'-0" O.C. TYP. W j 3 � v-0 1'-u ^ ___� PAN W CONE. 2) 3/4'0 HIL TI--KW!K BOLTS CONCRETE WALL -- 2 x 8 BLOCKING EACH SIDE U •Lj 4 ( TYP. j - FILL. o 0 ' 1 CONCRETE WALL A6 I + --- W . 1 " EMBL.D 2'-0"11 11 - OF POST U o C 20� `- -------------ROOF SCUTTLE SEE 19/A5 PLATE V4 x 3" x 3' WITH � _�- 4 x 4 POST Q v cn t O As I -� - J (1) 3/4 0 HILTI KWIK BOLT 1'-0"e x 1'-0" CONE FTG TYP - TOP VIEW a o a- a 1 SIM ---f'ROVIOE CAP PLATE > > ELECTRIC ROOM PLAN ELECTRIC OM a STAIR TO WALL CONN. - "� r 3 METAL STAIR SECTION _ _ 5 GUARDRAIL DETAIL _ TELEPHONE _QPM'T ON MEZ-. (SHOWN OPP, HAND O 1/4 1 0 META-L STAIR PLAN 1 1/7 =1 -0 SLOG'S. 186, 188, 189, k 190) Z 1/2'=1'-O" A A6 W (SHOWN OPPOSITE HAND O H!-DG'S 186, 189, do 190) 1/2"= 16 r" A6 Z �\ -ALUM. WINDOW SYSTEM 7- ALUM, Q ALUM. SAFE[Y HARS. -- " 0 W � Z ------- PREFAB DBL. DOME SMOKE 1 Q VENT/SK YUGH T. \ FLASHING--+ -- ` �/ 0 Q 0 ��---- W000 NAILER --14GA. TRACK V) r O w STO FINISH OIvER DENS `—r---{UTURE GYP. BD. OR cl�z RIGID INSULATION -- _ GLASS GOLD 'BOARD ------1 1/2" DIAMETER PIPE - i of SET COLUNNEPDXY OR NON-- :D SHRINKING GROUT 0 r �I M0 AI N x I ---8" 20 GA. METAL STUDS J CANT - - - - - - PREFAB. FACTORY CURB R-19 BATT INSULATION AT 2'-0" O.C. Q \\ SECURE TO ROOF AS � (X)FING SYSTEM REOUIRED FOR "UP-LIFT' FLASHING— V] v '•„• I 21 -2 1/4' DIAMETER x 8" CORE -•-� m G A6 DRILL HOLE r I 24" - /- -04 O 16" C.C. 12'1_-_____ _ __ ' -- _ _ -� �► NOT USED i io NOT USED _ --- --- SUB-PURLIN A►6 - FG I -- Ag HANGER EACH,F7NF"O JN ;726 ? ----� 1 / 1 STO F7NISF1 OVER DENS- R-19 ENS- R-19 BATT INSUI -� I GLASS GOLD BOARD. t - i NOT USED -�- -SILL BELOW BULKHEAD WALL DETAIL 6"x?OGA. STUDS OPENING SIZI -- - - •---------..---_---_ CURB SKYLIGHT/SMOKE VENT. \�A. I/10 TEK, TYT' -- 1 1/? • PIPE COLUMN HE:I.UW r - - -' ----- 6" METAL STUDS I 20GA. GALV. WINDOW SYSTEM FLASHING, -6' METAL STUDS �-�I _ _ 2" CONCRETE PANEL _ _ t 5/8" w -CONCRETE PANEL. r 3/4 I - _ `II 112- e" /2- Q 6" METAL STUD WALL 0 Li I t � - i SEALANT �. \�\ �i i alo' STO FINISH ON DENS-CLASS ---- --- SEALANT \ S -- __-1__---__ _ EXT. GYP BU. SOFFIT, PAINTED. GOLD BOARD ! `�-- -- ----J CASING READ (FUTURE) �.�-- --FUTURE SUSPENDED CEILING "�-.., � I �-------STO FINISH ON DENS- --Fi111M ��-- CORNER BEAU (FUTURE) i �` GLASS GOLD BOARD. -��- -- •f _`_��------- WINDOW SYSTEM i.-_.--__ 1 1/2'0 PIPE COLUMN BFLOW �, is SOFFIT �AND SILL ,� NOT USED �,� - ' FL.4;;HiNC SEALANT 1_ WINDC:W .IAMBr�"�WiNDOW} _ __ _ � _ a-� °° - -J CASING BEAD 3"-1'-O" / OU TSIDE CORNER 34-1,--0" �11 -----FUTURE / YPSUM BOARD WINDOW SYSTEM - -STO FIN'�H OVER DENS-- CORNER BEAD - - - �.. - - -- ----�- - - - r R 'YPSUM BOAR c GLASS COLO f1OA17D c_ D /� FUTURE G 0 6" METAL STUDS --SEALANT ,n WINDOW HEAD ---6" MF IAL SILOS r f CORNER HEAD <1 �'A 1 �_ --R-19 BATT INSULATION (FUTIIRE) --R-19 BATT INSULATION ` - _ --8" METAL STUDS W/ POWDER1 }(� O CONCRETE PANEL ' � -8" METAL STUDS --- SHIM SCREWS A W TRACK - / j STO FINISH OVER DENS- -� DRIVEN ANCHORS 4N 1'-0 O.C. ��•}� 14 GA. TRACK). -----FUTURE Fl1TURE GYF. B0. ` �� 1 CASING BEAU \ /} 0!J- (FUTURE) ``` CLASS GOLD BOARD (� - WINDOW SYSTEM 1 --- f/ `, BOTTOM WEEP I � ' t �-� r-__ DATE: / SEALANT-� I SEALANT CONCRETE PANEI. \ / �- �- _ r ,h FLA.'HING AND SEALANT + .� - - - - SEALANT FUTURE I _ - - l DRAWN BY: (TURN UP FLASHING O ENDS / �- �r --J � AND SEAL) � - -- -STO FINISH OVER DENS- I _ GSB�SLD X" 3 GLASS GOLD BOARD r _^ \ I ---------STOREFRONTI CHECKED BY: 1 " SYSTEM. -FUTURE GYPSUM BOARD DRW -- SHIM �- - -- -•- 1 1/2'0 PINE COLUMN 3/4' .� -- STO FINISH OVER DENS- I - - -�- GLASS GOLD BOARC -�.. ---��---- - - RE:VISION 6" METAL STUDSON �,' _ SIDE CORNER UAMB. o RETIiRN WALL CONE. PNL. ; j DA'T' -- __ n COR�DITION BELOW ..ENDOW JAMB CONDITION BELOW SILL IN ____ — __� " bA1E FUTURE GYPSUM BOARD ' '�� `�-�___ 6 •- --- - 3"�1'-0" OUTSIDE CORNER --- 3"ffi1'-0" Ag HEAD SIM. 3"-i'--0" A 3 mt -O ' S70 FINISH ON DENS-CLASS a t0 95 � GOLD BOARD PIPE COLUMN 5 RA6 le WINDOW SILL_ _ ,- ---J4 OF 19- T.S. 8 x 8 x )(s A6 _ ;r_1'_0' x 2'-8" 7/13/95 a 6" x 6" DOWNSPOUT ABOVE 4__Z2 1 " --- ST0 FINISH OVER DENS- I --DOOR ARMOR TO EXTEND TO �\ GLASS GOLD BOARD -- �r-- BOTTOM OF SILL ANCLF \ ----TOP CO rER PLATE -I - - ----- 8"e C.I. UP 6' H. DOOR wes. Nr-arC.r,Tt aFSEavtn 6" METAL STUDS - I GUTTER PLATE RIVETED TME, , AMINES A Trac Pm>cCarr $ --------L3x3x3/16 W/(2) 34"e _ -- - - - �� Ac SOLDERED A aN* V A'�NJ to sok ncr�" =' - EXPANSION ANCHORS ----- -� 10 M Ca Z sN I Pt ictr MAN.MANr1E� 1 MRI —1 — I cue _..1•— 1}�' a PIPE COLUMN " �- � -SILL ANGLE ..w WRITTEN a[rtMr.SrCm or u�sA --�' SET INTO EPDXY OR NON 1 CONCRETE PANEL _- -=_=- -=_ SHEET - I SHRINK GROUT. Vt _ o ' To x 8" DOV*ISI--)UT A6 � 7" A8 �--- OWNSPOUT GUARD �.. • � INISN GRADE FLASHING-- 5 8' o ,� 6 / 2' - ;a - COVER PLATE - SLAB SEE PLAN / -� �--- �Ik ��\ ( OF 6 ffi 108 NO. a GUTTER EXPQ SION .JOINT 21 CONDITION AT SLAB �_ DOWNSPOUT GUARD _23 DOWNSPOUT GUARD ELEVATION 2 BUTT TYPE JOINT - -------?viz" 14.-0" 29518E ffi -- 3"=1'-0" 3"-1'-0" A 1/2"-1'-0" (1) BETWEEN EACH DOWNSPOUT, TYPICAL REVISED PERMIT SET 0/10/95 �w. 7228 SW Durham,Bldg 188 IMP 95 0291 9019 _ .. .. _. mar•..�+.rw+,a�'santw,ue++ca..cxx,::ss.^:,:'::r:�::__:r:::.at�+aosm.-:_-�zsc.:a�a:�.---c• ... ._...—�"'._..—""'.,.,,,.y'." r. IF I HIS NOTICE APPEARS CLEARER THAN THE OcT 519% I)OCIIMENT,THE.D(KAIMENT IS OF 4oARGINAL QUALITY. . M1CROF►LMI�;D :! 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