Loading...
9075 SW BURNHAM STREET-3 II ��II ANN dP �i i i m i imni nn im ni n imi mu umini i ii nnni i m i � ii i �Nn ■■_ ■■■ � � AW III ■ ■ • uuuu II u II III II II I I I II I I I I I I I I IIII U III • 1 - 1 1/4"x9 1/2" TIMBERSTAND BLOCKING (TYP.) --- RIM JOIST D 0 0 R S C H E D U L E M A k K S I Z E T Y P E H A R D W A R E N 0 T E S 3'0"x710" STL. LOCKSET do BOLT W/ 10"00" LIGHT, BY P13S _ � _ _ 5 1/2" TJI, 25DF 016 O.C. _ 2 _ 3'0"x7'0" ALUM. STRFRONT. - BOLT SEE WINDOW SCHEDULE _ W/ R-30C INSULATION, 3/4" V) ACX PLY OVER, 5/8" GYP. 3 12'0"x14'0" OVERHEAD BOLT — METAL, BY EVERGREEN PACIFIC D BD. UNDER (TYP.) 4 - 12'0"x12'0" OVERHEAD BOLT METAL, BY EVERGREEN PACIFIC N ` PARTS HALL W.C. 5 3'0"x7'0" S.C. WOOD LOCKSET BY FVERGREEN PACIFIC — 0 m 2x4 STUDS ® 16" U.C. W/ 6 3'0"x7'0" S.C. WOOD PRIVACY BY EVERGREEN PACIFIC R-11 INSULATION & 5/8" - - - --_ S.C. WOOD I IATCHSET BY EVERGREEN PACIFIC GYP. BU. 80TH SIDES (TYP.) _ ` V C75 __ __ M v cc O C _ W I N Dow scHEDULE M A R K S I Z E T Y" P E M A T E R I A L N 0 T E S N _--- A --_ -_____ __-- 4 S�4 = CT I Q N I N T. E L E V. 3'0'x3'0" FIXED, 4 LT. VINYL BY EVERGREEN PACIFIC E3 9'0"x7'0" 2x4 STOREFORNT ALUMINUM BY EVERGREEN PACIFIC _ -0" co C _ 9'0"x7'0" 2x4 STOREFORNT ALUMINUM W/ 3'0"x7'0" DR., BY E. PACIFIC V cn D — A 6'0"x7'0" 2x4 STOREFORNT ALUMINUM W/ 3'0"x7'0" DR., BY E. PACIFIC o G � I ,� co � E ~ � - #4 ® 18" EA. WAY, - 2" CL.R. TOP 0 F F I C E- F I N I S H ^ S C H E D U L E Akn R 0 0 M F L O G R B A S E W A L L S C E I L I N G N 0 T E S 5" SLAB OVER 2" SAND RECEPTION V.C,T. PRE--PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT OVER VAPOR BARRIER OVER M 1, 6" COMPACTED CRUSHED ROCK z 8„ OFFICE- _ V.C.T. PRE-PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT _ L PARTS/SUPPLIES SEALED CONC. PRE-PRIMED MDFGYP. BD./PAINT GYP. BD./PAINT FAN TO EXTERIOR —__---__ * "._. (TYPICAL) HALL SEALED-CONC. PRE-PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT v , LNDRY SEALED CONC. 6" RUBBER W.P. GYP. BD./PNT. GYP. BD./PAINT a V _ � W.C. �1 SHEET VINYL + 6" RUBBER W.P. GYP. BD./PNT. GYP. BD./PAINTlot 17— s W.C. #2 SHEET VINYL 6" RUBBER W.P. GYP. BD./PNT. GYP. BD./PAINT =� - 7 J 2 1' - 4' (2) X14 CONT., 3" CLR. 3 "MIN. BOTTOM -- 0`D r D E T A I L 3/4"-1#--ON r A yt C OD E I F G H C _— _. ._ -- ----- --- 250'--0" 22'--0" —__ 25' 0" 25'--0" I I I 4� OA ABOVE I - 1 HR. WALL - SCE DF TAIL A & B ON - , SHEET r'W--1 PROVIDED BYtPBS I ( I II �) I-I Now I I III I Q� I vABOVE _24'-4 1/2- r, r-1 I r-� I r, I I II= --___ i I I r 1 I r 1 I I I I r1 r1 '' -6" 4'—a" 11 L-1 I LJ - -- --- -- - --- L I J J L-_J L J L_J III I I M I�rE - _— R t I c%M (5F k-A e*1 / I� r T<< --I I I I NI L.J L J f''� • �'`0 TRANSLUCENT I 7 Ir I ( ( ROOF PANEL I �� -..� s 5��'r'�jPc� I (TYPICAL) - 2'0" STEP IN I III NDR __, .� VASHER &6T(�D. , eI'Y� A-5;1 .i C.-EI4 wv I TIGARD ALIGNMENT SHOP I I FLOOR I �_ 11 h WALL FUTURE DEMISING r" I, FL. DRYER �. —.__ G LEASE SPACE III I 4 I �UGTU �'� �N I 7,500 S.F. I 1 HR. WALL - 2x6 ® 16" O.C. W/ u' ' __ 5/8 TYPE X GYP. BD. BOTH SIDES I III - 5,000 S.F. T. - 1-`.. _ LOCKERS 1h'� � 1-T`I'C�I`pO� ,. -I- -------------------------- --------------------.------ __ --- - ---- ------ ----- - --- ----- - ------- _____- 7'-2 1/2„.n r.l r r`�' To W.C. i�1 {{ I I_ PARTS & RIDGF AFAOVF _ -_ - ___- _I ROUGH IN PLUMBING { SUPPLIES �� FOR FUTURE W.C.'S 4x10Is w � N � w c: -+-- � �1 1n �r ( I I I Ir -1 I j 1 r-T Ifl 4Itr1 � r'� h 4: 1� .N lseK - - x 8 J I I I I I I I I I I i I J�_1 =: II V - 3 rT 1%8"x 1 3 112” a I L J Fa+ �`I � � � L J I L J I L J L,J L J - I l_ (A OVE - ` G.L. 2 0 F D.F. -- TRANSI_UCE14T N � uw� 1 I I �I I { I L_J • / I IST 1►�jV �r '--�_S "T' � N 10'-2 1 2 �o RECEPTION (3) 2x4 CRIPPLE F n. F N ROOT PANEL �, L tJN(-� I I i� " I' it m (TYPICAL) pt�ft'N« Tv I -_ II I rn I OFFICE" I K"��+ � es� -i I;; mer8" FUTURE FUTURE II I OFFICE �i OFFICE " I VAA OVE OKI *WN e4 T -5%144 I I I -0 /'rve a w O ® �>> (j) � ) � � 03 0 3 3 1Lml Project -- -- �/� ' 0 0 '�' �AABOVE A ROVE �A�A80VE �'=./ABOVE A AB ' E c-' D - �^S � � ► I 7 co 4" CONC. 4" CONC. raven by: Y.T. Date. 12/23/4;x8 ;i6" MTL. RAIL 2'0" HIGH RETAINING Revisions: IV poorI� NOTE: FOR LOCATION AND SIZE OF OPENNINGS IN SHELL SEE DRAWINGS PROVIDED BY PBS �--- G WALL F L 0 0 R PLAN a �now TOTAL. BUILDING S . F. � ) `_0 OCCUPANCY: S3 / f!7 9075 SW Burnham St CONSRUCTION TYPE: BUP 96-0648 2o117 IF THIS NOTICE APPEARS CLF,ARER THAN TMI', OCT 51999 DOCi1MENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED +It I(i�ll �►�III! II�IIIIlIII�I I rJlJ!Jill 11II IIII1I+11I+1! 11ITM1dil j1"(? I tII+�fi�l� IiIE 1 !! I���I f t�l� Ilr �►lt��l�i` l ' IIIl111 IIiIIIIII IIIlIll1111111�111! illy{Irl Itg1Nl1 lIIIIII liclll111 IIIIIIiR Illlallll Iitllllll lfll#I'flt IItdI'lltt lfll'lll4 liq�ilp tlnEuir t1li�tlll NIfIIIN lal �I1111H11111If I!I�III�111�N �1 �I1�1 I �W I 1�1�11 tltll l�rls�i '" A $J q K THRU 0„ J -' #4 ® 18" O.C. EA. WAY, 2" CLR. TOP �0Ra3 - - DOOR OPENNING 112" DIA. x3'--0 ' SMOOTH BARS ® 16., 0 C., COATED 0 0 -01 OR03 OR 3 I - / 0 0 .- `�- t •` _- _• •I � �- �_ TO PREVENT BOND (DOWELS MUST 8E ACCURATELY ALIGNED _ N -_ • • • Se HELD PARRALLEL TO SURPHACE DURING POUR) G� �' ¢ - • ° o • •• 4 (2) 3/4" DIA. (2) 3/4" DIA. z (2) `/4.. DIA. (2) 3/4" DIA. A -- -z-- A.B. W/ 2" A.B. W/ 2" A.B. W/ 2" A.B. W 2" �_ NOTE: SEE DETAIL 7 LqP1.0.- • °/ ° ° a oPROJECTION �'ROJECIION PROJECTION PROJECTION FUR STL. REINFQRCMENT ' '°° ° 1\ (2) 1/2" ULA. A.B. EA. - - EDGE OF SLAB - - EDGE OF SLAB EDGE OF SLAB - EDGE OF SLAB - ' 1 SIDE�OF DOOR W/ SECTION A ^rt 2 PROJECTION ABOVE MAIN SLAB CONSTRUCTION JOINT ® GRID LINES 2 & H THRU J � DETAIL _ DETAIL DETA ! L DETAIL DETAIL , , DETA ! L .o 1112"=V-0" (2 REQ'D) - 1/2"=1'-0" (2 REQ'D) •� 1/2"=1'-0" (2 REO'D) 1/2"=1'-0" -(18 RE4'D) 1/20=11-06' (2 RE4 D/ "_ " 3/4 -1 -0 4 O 1 QOr CID CQ N RIGID FRAME POST -- I �d I -- (2) 3/4"OLA. A.B. ® 4" O.C- RIGID FRAME POST '- � � � � - #4 ® 18"O.C. EA. WAY, 2" CLR. TOP � R• O�j � ' -- (2) 3/4" DIA. ® 4" O C. v -- #40 18" EA. WAY, _ 1 M 2 CLR. TOP (4) #6 DOWELS ® 9 O.C. EA. WAY 5" SLAB OVER 2" SAND OVER VAPOR - q O W/ 3) X13 L� BY PBS - I BARRIER OVER 6" COMP. CRUSHE ROCK I 1 U —x 8.. 00 I D 1 U - #h HAIRPIN `IAB DOWFI, 0 MID-- HT. a -- 3 x S x 3/8 x 6" V •p � b cc 5" SLAB OVER 2" SAND - - _ --- 3 ' 4 / WLLDED TO VERTICAL- DOWELS p - #4 M 18 O.C. EA. WAY, 2" CLR. TOP 6 , E OVER VAPOR BARRIER OVER (4) 6 DOWELS ® 9" O.C. EA. WAI - TOP OF SLAB -^ 6" COMPACTED CRUSHED ROCK , W/ �3) �f3 [� BY PBS - n in y • r� • • 'n O • • • • a • -- ip . d ' - --- _ _ _ s ill4 0 18" EA. '• ; t� t3• +� • 4. t• -ti..�'_'r a• ,Z--,r- .-; a • _ 1 WAY, 2" CLR. �. ' - O O • ti „y oft 'o O • ya • • - #5 HAIRPIN SLAB DOWEL a0 I ° a 4 +ti TOP OF SLAB - ----- - s • • ® MID-HT. • I 44 . — -- --- —--- - • • . • • . ' v i • .� —'�� - i. . • — d • 3'-6"x3'-6" FTG. W/ (3� 14x3'-O" EA. 3'--0 -- ` 3'-0" WAY 3" CLR. BOTT. & 2 CLR. TOP 3/16 ---- 5 SLAB OVER 2" SAND OVER VAPOR •t 1/2" DIA. SMOOTH DOWELS (2) 4 CONT., 3" CLR. BARRIER OVER 6 COME CRUSHED ROCK -- l 6 24" O.C., COATED TO 3 PREVENT BOND. SET SQUARE BOITQM, (THRU FRAME FTGS.) -------------- 6'-0"x6'--0" r-TG. W/ (b) 6x5'-6" EA. 8" TO JOINT & PARRALLEL_ -- ---- FND. ,RAIN 0 UNPAVED FOOTING WHERE GRID I-INES A & K !NTERSECT GRID LINES 1 THRU 3 WAY 3' CLR. BUTT. & 2 CL.R. TOP _ TO SURPHACE R SLAB- AREAS (TYPICAL) __._ _ FOOTING WHERE GRID LINES B THRU J INTERSECI GRID LINES 1 & 3 � DETAIL 8 DETAIL �4 = AIL/a -1 0 ' " " D E TAIL 1 1 D E T A I L 3/ 1 -0 O 1 1/2"`1._0" 3 /4"-1._00 A B C p T F G H 1 � K 2.50,-0" 27'-O" 2'7'-0" 22 -0" " . C3)--:� r 25 0 - r----------------- %-\A ----- ----- rr---I-- 7 r--I-- ---I--� r / i %\A ------------ i ,�, i______--_--_____ ___ rr------------------ ------ — -- ------------------/ I \ 4 / I \ 4 \ l/ \ 4 / \ / \ 4 3 HAIRPIN SLAB DOWEL I TYPICAL, SEE DETAILS I ( I I I w I , - " FOR DIMENSIONS & ALL t I I I 7 I I 12 --0 13'-_0" _-- I OTHER CONC. REINFORCING I I I � _ __, QX r ! ..-___ I I I I FIN. SLAB ELLV. 155.5' FIN, SLAB ELEV. 157.5'LL I III I I I I l I ! I V I 2 I I III I I I I I �6 t I I I L- III 5 j I I 2 2 I I _ I I I ( I o I I I � III I I I ( r I I I I I I I \ I I r I I r I \ II I \\ III // \\ I / _4 \\ I / 4 \\ I / `4 \\ I 4 II 4 \ I 4 \\ 4 \\r LI L- I I I I I I I \ / I \ / I \ ,1 + 1 r I -----J \` L------1 L.--- - I-7— L-----J L-_-_J - I Project 4" CONC. WALK LJ L---_J L___ _J ,vpa � _ ( � L__. __ _ J Drawn by: M.T. _- 4" CONC. 4" CONC. SLAB SLAB ASPHALT PAVING ., Approved................................................4 > +�`� rete: ><2/2;�/taa _-- 2'0" HIGH RETAINING Conditionally Approved..........•.,,.,,.„ WALL ... For only the work as described in: CITY OFT1GARfa Revisions: PERMIT ASPHALT PAVING See Letter to. F'ottow............. . _ Approved .... ....................................... < </ Attach........... . . ...;. ....... .( Conditionally Approved.......................... Joh Acfdra ....I D For only the work as described in: F O U N D A T I O N P L A N ---__ - _ See c)ERLipt LIT otter : FoHov�.........a.. -- l! 7/ ..._._ �; Attach... ......................... ,� Sheet 9075 SW Burnham,t Jvb Artdress:� _ -.._ 3 1"of 96'0648 B tate: __ IF 76IIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMEN u,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11111111 lillll�f I�lill Ilfllll�fllll I111111�11111 IIIIIIf�lllll 1 6�T('�l�lj'l�I i i�llf'li�l�l'tl� (11)1111i'111f 11111�1�111 ; Irl,tji�i(���� �����1�111� I�I�I���i{' �i�ilin mlliii� �n1i1i11 nullnt m1IE�i iuluu 1111111a 111111111111111111 In11111r�111h111l11111rt11 r 1t ! t t 1 11111 n11111 1111111111111 t1t ut11n11 tltelml 1t11�ra It111nt isnl1t111st�a i1� 1111 nlr 1t 111 Man W11�11 1�i r 1 GENEI;�AL ZEE SECT I ON Sizt4 WGT, EAetCT" 5 ,. MA IAL55P�EC FIGATION ASTM DESIGNATION Y.ir 2.�I PROPERTIES F-r B T G w R A Pa - - Fool IV Sr JOD NUMBMR- 96- 415& 1 FLAT DAR A-52`i FY - 50 K51 MIN IK IK IK IK Dem. IN lx ' Ln IN !K ' STS-• �••A� A-570 F1' �- 50 K51 MIN M��' _ PAc1feIG ' HOT-RCt_L.EO MILL A-36 FY 45 K51 MIN 56 K51 MIN 10 325 .105 1.021 50.00 5/ 16 1.6`10 6.431 26.546 5.0-46 i COW5 AA-2>6 FY K51 M!►,1 BRACE R005 AA-2)6 F1' .075 O.`170 50.00 3/ 1 b I-!5. 4.'5`14 1115.55 ') 5 .303 PROJEG T- �1�IGA1to AL ic*&,ENT Ra3 � 3 CAXD ft OK&D L I C*l T' GAGE 5HAPE5 S 9.0 A-446 Fy ' 55 K51 (GRAD) 225 .105 1.021 50.00 5/16 1.575 5.3`59 16. 156 4.035 ROOF AID WALL. 51-EETIN3 (R PANEL)) A-446 FY bO K51 (GRADE E) .090 0.996 50-00 3/ 16 1.350 4.594 15.625 3.471 I•-OGAT I C } T IGAvo OR ROOF 51-f-TING (5TANDIN05 5EAW A-446 FY 50 K51 (GRADE D) D .075 0.970 50.00 3/ 16 1.125 3.825 1').070 2.85b DOLTS TYP A-325N .C)60 0.`144 50.005/ 16 0.900 3.062 10.45~4 2.055 CaESGR I PT 10�} 50' X 250 X 161 EAVEp G.L. A- I= 2' 1 .2 �. 1 Ae 0 DOLTS GRADE 5 -- w ` 8.0 2.75 .105 1.021 50.00 3/ 16 1 575 5.3591 3.802 16' EAVE 0 G.L. G--K •090 0.9`1(5 SO.00) 3/16 1.35C)• 4.594 13.201 3.074 - -•- Y -�'�'J�- �_�' -� .075 0.970 50.00 3/ 16 1. 125 3.828 1 1.049 2.4:53 PR11vER. RED oxlDE .060 0.994 50.00 3/16 0.900 3.062 8.1559 1.661LOADINO I..N. F-0-RI IAT I ON BLL`a C',oDE� 1 ` X14 lJ - - LU ��A�RY 5 �Rp�lt 6.0 2.50 .060 0.9`14 50.00 5/1610.720 : 2.450 4.020 T123L I VE LOAC?� 2� P5F5 F-' TR'LjG j,� , GOAT"I NG - - � >- t✓onC-D PROM GALVANI ZFV PROt>UGTs (GESO) DEAD LOAD' 2 P SF + FRAME WT. tf� u . f F/C%ObT'R'AGTOR OR A_/r~ f I ftd !F- 1 E5 IST(ES F_.5.....�__. � GEE SECT 0 WGT• EMTCTivr 5 WI1� LOAD 80 MPH PACIFIC t3lJlLD LNG SYSTE•M5 STANDARD PRO[x1GT SPEC I F I CAT I ONS FOR DE 51 GN, FAL')R IGATI ( V T G w R Aa.+► Pa QUALITY CRITERIA. 5TANJARIDS AID TOLERANGE�5 5HA1..L GOVERN TI-E WORK. LU.E.55 5TIPULATM PROPERT I E5 ° Fes- lr 5" MEGMANiCAL Lo OTHERWISE- IN T?-E C%ONTRAGT 5. AD 3 P5F _J 1K IK IR IK Derr. IK IK ' La iH ' !r� ° � ih OTHASEER CRF D I SGRF-f'ANG I ES bETWEf til PAC I F I G BUILDING 5Y5TEM5 STRUCTURAL PLA1',15 AND PL-06 GROL44D SNOW LOAD NOT REQ. c a FOR OT1 iii TRADES, TI-El PACIFIC BUII_DiNC3 SYSTEMS PLAN5 5HAL L GOVM ° 10 3.25 .105 1. 166 90.00 3/ 16 1.690 6.431 28.100 5.452 T .075 1.093 90.00 5/ 16 1.350 4.594 20.083 3.574 SEI5MiG ZOI�►,E, 3 T 15 THE RE-5PON51B iL I TY OF THE bU I L GX--F/CONTRACTOR TO OBTA 1 N APPROPR I ATE APPROVA-5 AAD m13 w �O 2.25 .105 1. 166 90.00 3/16 I F�75 5.359 17.761 3.947IL NECE55AKY PERMITS FROM CITY. COUNTY, STATE, OR FEL)E-RAL AGENCIES, A5 K-QUIRED. . 105 1. 130 90.00 3/ib L.075 4 v T D .594 15.3(>`� 25.401 Q U APPROVAL OF PACIFIC bU l LD I NG SYSTEMS DRAW I NG5 CON! T I TUTES T> BlJ I L©E:f�/�AG TOR OR A/E F I R?v1 .075 1.093 90.00 5/ 16 1.125 3.828 12.820 2.600 i NG AGC.EPTANvC,E OF THE PACIFIC BUILDING 5Y5TEM5 INTEFMTATION OF THE CONTRACT PURCHASE ORDER. .060 1.057 90.00 15/16 0.900 3.063 10267 2.034 ROOF, 26 cxk COL GRAD. (SANQsTDNe. l5ei6E) IL ONCE TI`E DUll.CR/GONIRACTOR OR A/E FiW HAS 51GNED PACIFIC bU1LDING SYSTEMS APPROVAL_ �.,. 8.0 2.75 90 1.130 `10.00 5/16 1.3� 5.359 14.986 3.747 Y 50 4.5`14 12.922 3.227 PACKAGE, FROM TF E PURGHA SE ORDER BY T1-E BU i LDER WILL BE D I LLE0 TO TM BU I LDEP/ .075 1.092) 90.00 3/ i 6 1.125 3.828 E 10.830 2.5 h3 WALI_5' 26 00, CivAA L GRAD. A► V GC,ENT �N� 'J�5,1aN E C A E� $ ACTOR FOR MATERIAL.,, ENG I I'�Ef�I NG, AID F1Ad�',X,.I NG FEES. SUCH MAY CAUSE THE .060 1.0'57 `j0.00 3/ t 6 0.900 3.063 8.5?b 1.`134 PRO, -GT TO BE MOVED FROM TI-E FABRICATION Ah17/4R 5111PP LNG 5CI-E-DULF. A PENALTY FEE MAY ( E3E.1,OW ACCENT 'PANML (C�LL.Y G> N N be C~C;,EO IF THE PROJECT MU5T BE MOVED FROM TM FABRI GATi ON A1D/OR 5HIPP LNG 6.0 2.50 .060 1.057 `10.00 3/ 16 0.720 2.450 3,904 I 09 AS LONG A5 PAGIFIG BUILDING SYSTEMS DESIGN AJD DETAILING APPROACH CC�vP-Ie5 WITH Ti-E _I�I�JUL.AT ON PLRC4A5E ORDER T1-E BUILDER/GUiYT'RAGTOR OR A/E FIRM 15 RESPON5115LE FOR Ti-E OVERALL PROJECTC%ck0ROINATION ROOF' 4 WHITC VimALL MAGE AND GOivPAT I D IL I TY I NG ANY N1AT1=R iALS NOT F1^15f-Efl BY PACIFIC BUI LD LNG 2)6" COVERAGE SYSTEMS ARE TO BE C•ON51 LXRED AJ o COORD iNATED BY THE BU l LDER/GONTRAGTCR 09 A/C- FIM -- - 5TARTER- T HESE PACIFIC 5U1 LDI NG SYSTEMS ASSMPT I ONS SW..,LL GOVERN UNLE-95 ,SPEC IF iG DESIGN CRITERIA 12' CONCERN I i -7 THIS INTERFACE BETW tN MATER I AL5 15 Fi^l%1 E-D AS PART OF T,%-E- PU.JROMSE ORDERWALLS 4" WHI TC VINYL THe 6UJILZ)ff/O(WFAGTOR 15 RE5PON510LE To INSLRE THAT ALL 011-tR PROJECT PLANS AND - 2. SPECIFICATIONS GC)lvf'L_Y WITH THE APPLICABLE REQl11RENENT5 OF ANY GOVC-RN1NG BUILDING AUTHORITIES. . suPPLYiNG SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR TIE PACIFIC, BUILDING 5Y5TEIvts -WALK- IN AOR SC a � - HEDUL� SYc1 Q WILDiNG DOE5 NOT IM°Ll' OR C0 4 Ti TUTS AN Tl-IA�T PAG iF IG Bl11LDl NG SYSTEMSOR I T5 "' •� SYM. QTY. �?ESGR I PT I ON DESIGN 1�JG 11�L-ER 15 ACTING AS TM- EiriG I W=.ER OF K-GORD OR DESIGN PROFE5S iONAU_ FOR 7M- GON- --� STRUGTION PROJECT. THE5E DRAWIN35 AN:) DE51C7N DATA ARE 5EAL.ED AS TO THE STK)C'llYAl.. SYSTEM A f5Y Pas. �. F9JRN f 51`-Ei7 by PACIFIC. BUILDING SYSTEMS IN C,CNvPL.I ANC',E W 1 TIi ALL RE-CX11 FVv�-NTS OF Tt-E PURGIrIASE � Off' 26 GAGE PANEL TYPE 'R-K WT. Ix IK Sxlr� Ix IK Sxl�. WINDOWSCI-1E��JLR PANEL IN. P5F P031T1Nc B�ir� Nru,Ttvr ihnP a o Tl-E k�U I l_DE-R/CONTRACTOR 15 RE-5PON5 I pI...E FOR SETTING OF AJ�C1-i0R t3C)L.TS AIDS T I ON OF STEEL - --�--� euiLDLNG C.oMPavE-NTS IN AC;G,O�p, WITH PAGIFIG BUILD INC 5Y5TEM5 `FOR C (Xq TR1.1GTION" SECTION 5 SAN .01%15 0.98 .05201.0654 .0505 .0423 .0793 aYMI. QTS'. (�SGR I PT I ON �. DRAWINGS. TEMPORARY 5L)PPORTS OR BRACING Ke-WIRE-0 FOR TTE DUILDiNG MOTiON WILL BE Tm- 5TEELGo .0206 1.02 .0622 .O510 .Ob24 F> 10 ''��-0" x 3�-O" WIi�DOVI' PaY oTi- RS �A�2'� -zle MSPON51 B I L I TY OF Ti-E ERECTOR TO �DETEW 11�E, �v 151-1, AND I N5TALL. PROPER T I E 5 H l--RIB 11 .0195 0,96 .0423 .o4Ob .0383 .0434 - � Q �. 3N 1301T � Z FRAMED OPEN ING- 5Gf-1EDU SY o - EjjN01� MINOR RiP�S NOT SHOWN P LnE N� LTL"F-<F'-I�JT' TiGI-iT'ENiNG aF-tA1.L INE U�5Ei7. WIT>i TURN-OF-NJT TIC�t�'T'Ei�IING. WASt� ARE NOT �on2 SYR QTY. DE5GR iPT ION 0 R�-QUIRED, BOLTS 51-tALL BE INSTALLED IN ALL HOLES OF 12-E C;c�ly�-C,TION ANDISROIJGt-iT TO A Sf�X.r•TIC7i-iT ►- � GOBITIOK 0%W TIGHT" 15 DerINED A5 TM TIG cj5 THAT EXISTS W} E�Nr Tw PLIES, OF TM XiNT ARE G � `�-O" x 7/-0" (BOOR & W iNDOW5 DY OTiRg IN FIRM CONTACT. TH15 MAY M ATTAIf:D BY A FEW IWAGT5 OF AN ILVA01- Wta" OR TIE TIGHT.-MING D 8 12�- " " o -O x 14•-O DOOR f5Y on-1ER5 o A PERSON CAN ACHIEVE WITH F�.L STRF"�`,IGT�-1 WITH AN ORDINARY Sf'L0 H���NCI•� 5N-* T IGI..1TE-N11VG 51.•IALL E. ,� '� " " PR 55 SYSTEMATICALLY FROM TI-E Mo5't RIGID PART OF 71-E CONNECT f 4N TO THE FREE EDGE5, AND 12'-0" x 12'-00 DOOR DY OTMR5 THEN THE DOLTS OF THE COl+MTiON ` _ BE RETICi TUW iN A SIMILAR SYSTEMATiG MAMER AS F 1 Com'-O" x 7'-O" D00R & Wi 4DOW 15Y CT'NERL . I�-GE-SSAR1' UNTIL ALL BOLTS ARE 5i1M LTANEOLrU...Y 5" TIGHT Ate? TM- CMMTION 51•iALL BE TI FURTHER DY THe APPLICABLE AlNOLW OF ROTATION SPECIFIED IN TABLE BELOW. DUR11vG THE AC•GE550R I �5 Q TIC*ffENIW '='PERAT ION TY� 5HAU_ DE NO ROTATION OF Tre PART NOT TLMCD BY TI-E WRt� D - G I RT5 ARE 2�-O" O.G. r' TIC*tnENLNG 91ALL PRoc-MSS 5Y5TE� .T lCAL.LY FROM THC: Iv1cj5T RIGID PART OF T» JOINT TO I T5 FREE " . EDGE 5. C 18) 2)-0 X 10'-0REL I TE5 (Uig PER 51(7E PER P5AY) cr) �rQ a ROT T�om 5NL)&-TIC+ CQCD I T i N ,�- t'r -.� - 16 EAVE HEIGHT 0 G.L. "A-F"& le SAVE 0 GL, "G - Wl � D I5f't751 T I ON of" AU'11R FACE Ofo COL.TM PANTS V r C�, NQM ROOF L I NE DOC-5 NOT CHANGE V, ��� t t t t C - I NGL_LCeS� LONG 5GREWS T LEiVC��Tfi1 D01f?1 FACES ct�t PA,Gt Nol4rtiAl.. TO DOLT AXIS AND DOTH f`ACDS SI.AF'GD NOT � THAM ODER5I0E OF MAD Nm AL TO 01111M SI..OPm NOT mm THAN 120 120 FROM NOi 4U- TO Thi DOLT AXIS � 71 j9 •- I NCLU DES ACC.Et4T ► NEL (9 WALLS CID TO ECOE OF CJOI..T AXIS Q%Y'd..tD WA5�itlt WT MED) Q"x12i.tD WA51•te,R NOT UxD) UP TO AND iP1C,l1XaING 4 ' 13 TURN 1/2 TUN 2/25 TtM OPT . C�IAA�ETER';� OVER 4 alA1vM1* BUT NOT 1/2 TURN 2/5 TURN 5/6 TURN �j ��10. EXC :EO!NG A DiA.MTER5 FOR BOLTS INSTALLEO DY 1/2 1LW AND LX-55- THe TOL MACE r-`iALL ESE pu,5 OR M I NUS 30 MCA&E-5. 41. FOR BOLTS iN5TAL.LE0 by 2/3 7LM4 AAV i FIE, THE TOLfltANC,c SHALL be PIA)5 OR M1.115 45 CXICFTf-S. 9975 SW Burnham St BUP 96-0648 4of17 - -.. ......._-..www_--��w•i.--.+..... ,.•V. •.._.-a._M.• � .. ,,.- . .'... � .. .. �� ...-..�...-_�.-..�. .. _. .._ .. ' • t iF" THIS i'VOTICE APPEARS CLEARER THAN THE OCT 5 998 DOCUMENT, THE DOCUMENT 1S OF MARGINAL QUALITY. 1 MICROFIh.MED i � Ili � lll � lli If , tlll � lllll i IIIjiII 11111 I ' i i I i I ! I I i l I i � i ! r, � ; _ , . - M � - 1,,�„ I � I � IiI III illlll . i . , l f11111 ! ! IIiI � illlllllilii �.:�,£_.._• ' 1Mc"nw► 1 T IT1 IIll�illllllllllllllllll�!IlIIi!liilil;!IIII�IIfI!!I!!li!!I!11!II!I!I I!!!I!!!! !!I!�!;IIi!l!!�!!li!I!!! 1i! 1f111 ' 111 ' 17 to is 43� !IlII!IIIIi11IlI!!!!!11lt11!!I111111EII1tl1!11 11111!1ltlilt1111111111111,► 111 Is !1 iI i� , 11 i 11u1111}11111 1!11,1II�Ili111111�1111!1lIi�lII111111�r1110ts, , N }- Q N J_ U1 „ � o �1,�l2 q Z.EE 14 GA, p 5'-0" O/G (TYP. UN.) d� W/ LAPS AS SHOWN v_ I DG I NCS 0 MID-POINTS t� (rrP, x) GAZLE u- � v P J1111111 11111111(�" � (�" I(o" � �� 12 Z" 12" 121' 12�, 1 Z•, � I 1 " 12.. . Q o o ! Q000/ I 03 I I I I I w N or — - Q6 — — — I \1* w- OIL �Itnl ((o !w 6 IZ 12 tz:' ,� ►� �' -► �5 r~ P Go J � - 12K L-�f 25'-0" 22'-0" 21-00 2 � 25 25-0 .�._. `� 250'-0 O.A. -J P Q ® G p K t-- K Q E F G H tt Li � ALE 1/ 16 10 0 Q 9075 SW Burnham St BUP 96-0648 5of17 _. ,...,,»...... -Asn-:�,r rr..:• :r'%r'.rrClM�t17^ E'fYr%�AtlMMkMINt!'w7^I�+AM'�,:r.•F°;,.rw?eKr'.^^rsnwrnnww ;w+Tsnr.,........ uw.na.•._ ...... ,. .n.:r a :.�_:�-+:c+ua:�:�.c.......r,.:.o-;u+.... .-.....dli.iaws lyifgWMylkdw- _ - _ :........c..,,•e..uew..•,.-+wwn.unnwwxnis�rM/Ibs IF THIS NOTICE APPEARS CLEARER THAN THE OGl, 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED � 1iI � I � IiI � Ii JillIIll 1 i 1~III { tll IIIIII � � � 1 '?�1 � Iillli � , � ( Ili ; lli � l � lllllll � li � iil � ilr � lilalilil l � llill� ��► I , T11 I � I CIO I 1 Ili III 1111 �I IIS{III, lllilllllLl���Iilllllll�Illllll,,,llIIIlI,lIl11lI,l,I II!!��siil!!l!1!111111!!lill!111!IIl11l111!!lIIII�I • !I I!I I! ! 9 t+� � ,i � 1 � ,I 1";11111111,114. , 1 ISI 1 !!!!{II lii i.llllliilllill111Itilllll",l'li, 11111,IIII'1 IIlllii1111111Ill�{111111►11. , 1111111111111I�l 1 #111!111111111111111!lIIII1111l1i1!l1:Illl;e I YI by 4'�I NI54 :1'd�N {v 4I -. r M1r:. k,0 �(� C0 to to (n �'Q [�7 (�� t� 1 _I i L I13 CL CA 1rj r r__ j _ N I I I I I I I I i Lill 0) R LAP START -_ �l A D �- • F � o ELEVATIDN cc-*-�, G a ONES ATHRU E Q IRIS : " 7 , I (o `IAS 5 OY MATCH LINE 8 h T _ ^ _ DI r IL J � L 0014 SC: 14 � � SCi4 �3C 14 { _ J L J L J L_ S G �4 J ' �. 8C 14 J L �L14 J L gG l4— .J S C 14 I �I ~ 11 — 1/4 A10 o L t3 C I J Lw G 14 _ r �"� _ �' J V r .. tt• L 1 d- U d- w Q — J L J I U 0 Li U _ �' �' '� a- d- O d- 0 -- Q 4 -1 U -1 tl- U L J U U LI Z 3 U _jL � uc6 ' �' d tli O L J U_ LT-1 J U �I J y ` � M I) V 3~ CI Q BA3t PLATE Q. Q W E:Lev, = IOC'- Q" _rlL9 MATCH LINE 3t! . , . o � aFi— � z D 5V �1d vc; �'-0" 3101, ?J, pll �,� 31+�• �1-�, I Cn'-o" I t°-a 1. 11 , 1 � -_I �11 I�1� 1112. 11 ill Iz+� (n'1 1211 IZ11 111 0 2 91. 0,1 2Z0 3�O 3'-0" 3=0 12'- p11 12=o" ( 2'- pll 12 '- O" LL 12 '— &1 • 25 -O 22 ' dl' 27 , p,ll 27 ►_Q11 _ o 2+7 -0 E3 C FLS' E! LE—VATIDN GRID LNes1 A TP R U IF 5CALE : 907" SW Burnham St BUP WOW ----_------�-- i �c� � > 6 of 17 ---- .qA^.s..+11"cy�—�•.�A'r^�n�-rA4arW�,el�—�"...-.-_r .... ... ... ` - A 1 { r IF THIS NOTICE APPEARS CLEAR FR THAN THE OCT 51998 k DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I i � l � I � Illllli ! Illlli � li, l � l i I � I � I � I � I � Ili ! ' I � III � I l � l � lll I i1l1 ! 1 , 1TIT' i I i ! I � I I ! ! I Illli I ill l l { Ill � l I ! ' � I I � I � III 1 111 1 i � l � l illjl � i lel f� i I I . � I I NCM MAOE IN C,Mr rNA (Ii�lllli1111111!IlIIIII'IIIlIlll�li!'�II11�111 !11!!11!!!!11 II rill 1!�! r + �r r r r r �r r:s r � + f is 14 1 it iU it it It IT � ( 1 III I ,111 Illi ,!I!i!ll,�,!l,IIl,l�llillll!!„!1! i1„Illlir!I,I�IIIIliiliiliilIlill„illrl!!!�liIIIIIII�lll1{,lIIZIIII{!IlI�IIII fllillf{f f1i{I{III II11111�oilll{�Illlsllflrl{lilllil�lll1�1111�{lilllllf�IllIIIIII�IIIIIIlII11111Ils, , •1 G i - I d i v 4 i F J cli - T ,9 to 10 �� h MaTCu LINM — D d Q In' w I I I I I I I I z------------ " I I ! I MATCH LINE. � a L 3 o" U • F � 5 ELF,VAT 10►ej @ N E F= 5 T i+i R o l l� . 8 G I RTS: �1, -ZEE IG CSA NONE LINE WAP 161 L aC i L `� J L 8 C 14 t 8G 1+ 4 ---------� -J L- J�.IJ L, 8 G 14 � Q -J L 1 ____ _J L Cf 4 J b I ..J W16d- _L t- Or I J <(' — 1 w z � -� Q 0 - L. _J jin I ^ h.J ' `Q L I 0J _._. - _ _ `t L opo _ v _ _ J d d- 1 � L J 4 q C� ce u°� la . ...� J cV CO =1J u LJ X L J 0� N N _ pC r10 . O ..J -T- �- o LJ r 1— - : 0 3T MATCH u N E. _ (4 E=- n- n� 5'5f F't-�T 8 BAS E r->LAgT F �BEV• — !02'-pll ELF-V. IOD'- Q" D ii H Q A a E F A --� 12. 1_ t 2" f"' 1G-�� �•� '� � ���f�r~ 0 8 12 -all 12 ,1 5 _811 3, p. 31 4" 31,�•N e 3•D - g 12 _a E el 11 `9I�,-o,, 3-a _ Oei 3,x,1 , NX�, 7139 S' F 5 G J A ' E— LEVATIDN GR1 �) LI � 9075 SVI/Burnham St c-SLE 1. 11 = I '-Q" ------- M. LIE. 8UP 96-0648 D 7 of 17 — .-.._. tq i b �_ IF THIS NOTICE APPEARS CLEARER TifAN THE OCT � ��9$ DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ' r I � Illil { I { I { I � � ! { ! { I � i { I { I i IJIJIJI I I IJIJ IIIIJII IIJ I { ! { IIlI , I '�'11111 : . Illilllilll t 'M�EINCMIIiA I JJII � I II . III IIIAIIIIIIIIIiIJIli � � IIIIIIIIIIIjI ! l1111 � 11IIIlI � lli 111 Illllllllllllllllll�IIII�lI!Il!!!!!1!i!�!!lI�11!!1!!IIlIfll !!!I lIII�!!!I !!!I�Is'Illiitt'IIt!llllf�!!I! f!1 �!� i! III !� I!1!!IIlII�I,It•ilflllilllllill,1111l1tl�lill�i1111111lI!!il�tll�IIIIl�III! lIIIIIil�llllllllllilllllill, IIIIIII�I��11111ISIIlI!IIII!!�!Illlulll1111lltllllllllliu t I� I,;. l llf,►:t! I LL In -- + -- - -�--- Mo►-rcH LIN e n. I I � 14- I e'- O" �LAP C) M IAT C 1-A LINE 6F s � g N1 �- LE\� rl ON @ GRE, 1r) L3 FT-H-Ru 1 G i Rr �o G 1 6A, Q - 5RIDGINC--t = NONe. / BRA� NG • — a _ C 3/ E3 KS CAeLis- MA- tH' CcDI ._1 WH oe _ " N A ! 0 .. 9 ' n de 3:j c0 o I 1 N 0 Tj � V. 0j �- ! r - - - 7� I I Q - N C - D3 l n 3 �X2- I - F_ L .V. = IO2'-U" N 2.+. F°-0 �A`3E "LAT F, M aTc.N LIN E. E L.._V. = Ia0'-p11 215'- 0 2 5 d„ J I H5_ —ELEVATION @ GRID LiNaco 9075 SW Burnham St SCALE V S" = I =0" BLIP 96-06418 8of17 N ;i ...... ,.r. ,. .,. .:.:.. �.+Mw..n.._......,.,..,.n....,... rm.���k" .. .... .._- 1 ,. .w+} _ �_ ........ ,.. Y. � a.w•...w�c,.+At'n .. S?' _ ' Y'•nse+.wna IF THIS NOTICE iWPEARS CLEARER THAN THE OM J 1998 DOCUMENT, TIIE DOCUMENT IS OF MARGINAL QUALITY. MICROTILMFD y ;�..1..._ MMw "4cN %%cm I i �111111l�u!lhlllllill�I!lIIIllllill;, 1{IIIIII,I�lllll!!,llllllli!!I , , ►� • + � � , 1111" i — idlilliillllilllilil�!11111111111"It'll J 1 �7 co CA co • =- d) MnTc.N Li ~0 do P Z %ft F M A'T'r H L N F- v ° Lc,:VA71 DN @ GRaDL NES 5A7�Ru3F j Y N �J►ZI DCS I N C-� '• 140 d e, MATCH LANE LL G o 1 ... , � - w O 1>i ..�...�. t 4 a v cY ►— rq. 0001� cs MATCH V N E H 100 C) VO-o -- 2'7 '-b" 2-7tu F E E � - LEVAT ON 2 G SID LIKIF A. TTin 3 F SCALA, GREG F �Q� 9075 SW Burnham St R • BUP 96-0648 LEIS 9 of 17 MUMMA c -'nestle..n.rw.s,�....°..,u.n.•..i«.Y.na»'n.KM.�M�II.HN.,mn.H.f.M�.ff.,dFM„s,.a. N,A,I�N4.MI,,,hINNI.. IF THIS NOTICE APPEALS CLEARER TITAN THE OCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICRUrILMED � 1ill � illilll Iiijill � i1i11 1 IJIIIJI 1M� �� � � 1II ( IfiJ � iI1 � ( 1i i ( i I 111THIT11 l I11i11t 1111111 111 IT��� 1��1 � lIIi i TIF17 III IIIlIIII11111!lIIII�(i{IIlIIIA!!!!!IIlIIIliIlIl!!!!!ii!!!!II!!!( llli�lili!!ii?�i�illliilliilil!!!i i II! �� :� + I I!! ! ii„iii i...Il1(llioil,lili.l�!(II(iiliiii�iil(IIiII�(Ilriil!!!lili!+ll!�tl��li(i!llii! (Illiilii liiiii'i,liilll ;"lll ! ! !' , , �� �_ �� .III I � ,IIIlllsl I!I!l,IIl ,II!!I�(lIIII(!(!Iill(!illiiili(ii„IiJII:a , e i = O = O = p ;�. Q p a, -1 0 -1. -1 -1 0 0 IN a at 1 1- b N N N N O �!- 'r 4 0 -'�' t -! =- "- -i ► 't- _ _ 0 �l- -- •t- 1 O N N N O _t dJ = d) �g W N N 0 -1 40 N N N fiGT.�GA -t ��-- 0 ---� f1GT,bGA - dD Q 3 I I I I - I I P I I �n - fiIAI GT 1 I G / / I r � 9 T– GT– i I I ( GT- 1 I I � U -1 1 1-- 1 -- 1 - I I In ( I ►1 i a bGADD O" START 12 L.AP START O" DGA,PSU � L_ � ---" ------...I I•--- ON START 12H " C) —.___._..I �..,.. 5TART O L 3 � 3 1 ELEVATION GRID LINE K 11 ELEVATION Ccb G91D LINE � szl� � zE� � 4 GA. -rYP. u. A .� R I DGIN& a MID - PO I NT5 12 2 DI � Ip M , oke D ' _ 12 _ q 2 DI 1 ti3 �1 N DI G!¢ ,c . 14 :2 ITI 1ax15 0l 3 , rt _1 1 Y C� tU 1 Lw i I I I ' 1 U3 G0 1 1 G-D G 1 05 ff�1 - 1 I _ N i M � t i A XI _ 3 , Tei , d- lu 4 ofN _ � p 1 - DI � -- D 1 3 D 1 Fes-- � 12" �-- -1p A ® Q --� 972, 1 12 713a ...�0" 1 \/ 8� � 2 ' 2'�–O" � 4f LENNt,Q` ELEVATION GIS I E) LI Nf� E K SCALE I le ELEVATION � GRID LINE A 9075 SW Burnt �m � SCALE � i/8' • St BUFF 96-0548 — - — - 10 of 17 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUAL�IT'Y. ICJ�(�FI�,MEI) M t�, , tMAOE m CHIM �IIIllllli�Ilil11111�II,FI�Ils(�Ilillllll{1(11III!„�IIlllili�llllilil:IIIII!„ll�il�illl�llllll l�II{l11t i11►{111(II111lII;= 11111f1�1 IIII�IIII 1111111! !III�IIIIIfII!{�=(!II!!(I�Iflil!!!i!=! Ir;s 1 I r i r f ROOFING 26 go. CommercLoL Grade ( Sandstone BeLge) PURLINS g L n . 0 T -0 ' o , c . ( see page 1 ) BRIDGING 1x1x1 /8 AngLe 0 mLd-poLnts SIDING ► 26 go . Comme rc L o L Grade ( Above Accent Bond Sandstone Be L ge) �- ,L G I RTS 8 L n . ( see pages 2 - 6 ) ( Be Law Accent Bond Ke L lg Green) 1 ' n Frame Oleenstons and Plots SLres ------------------------------------- ------- - ---------------------- d) r Sec. .lol nt OutsLds F Lange I nstds F Lange Web OepthLu ra. start and thLck. •Ldth thLCk. •6dth thick. start and Q -------------------------------•-------------- ---- .-------- --------- ti 1 1 2 1/4 5 3/8 1 3/16 8 26 4 4 5 1/4 5 1/4 5 3/16 24 24 • ----------•------------•........................___._......._-wawa -- i� PURL I N SPACING 4- ¢ - - - - - - - - - - - - - - - - - - No, DLmensLon Brace 1 FRAME DIM. - - - - - - - - - - - - - - - - ..- - - - - =31'- 1 1/2" A ` - 01 - 16@ - - - - waft - - cn B 61 -41 - - - - - -*. - - C 11l -4 • _ ..._ M DA f�UII..D��_... 3/1 Lo" 3 D - - 16' -41 - - - - -*--- %'A 1 �� A �!� E - - 21 # -4@ - - - - -FF - - 24' - 10 7181 •--- 24 - - - - - - - - - - - - - - - - - - .... . Q, y4- /4 D3 V4►► X �to v ---_ D3 rC R I DGE CONN. DETAIL 4 FS '� a Q F5 o P N°TF _.► D: G 11KT g (0 G L. LocAx Era % - _� � who LANA,� E3�•cIN1/411 . - C1 TOP PL x 'S — �- p 101. `1 — 6 I RT S LD alas I A-RE Loc e,T E D �- .+ �` 00 W/ O FSA6E J3Imo,NG ;�. -1 cel X CL 0 u- lw� SALO STIM. PL 1/45 A Ea S IIS %.� �/4'' 4" - G,L t C 3 -- J j A.5 F_ � 1� —,� ASE PLATE ELc.V, = 1O2=01' eflo PL-- 4�� •48'_OA �� A15. To AA3��u 3 f 2� 3/4" , wi,a� 0 x -+ A3� 0ULT5 w/ �----- -- a A!* Ab. 2.4'-4" HALF STEEL_ _ 25'-001 HALF D I NO E5 PERP. HAUNCH DETAIL 1_0O.A. W!L-DING R.F. COLUMN P A5E PLATE DETA I L • �G �� 7 oils .7► 3,9 I� IGIC� FIS � . _ AME SECT I ON �,(.._.. G THRU J - C HALF FRAMES 9EQ.) � ORE G 9075 SW,gurnharr� St 4, LIP 96-0E;48 • 11 of 17 --wawa-- .., • � _� ,.:i-..F, ._ -..-,.. ._....::- -^m 7.{v,n.:n..ry: �,rc ryy.p �'+p911pRItAp IIF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. .� IViICI�.(Jh ILMLD - 11 � I � � � I � I � I � P111 M IT111 � IlIil � lillll � llP � � f ill II I l s l l l I l l l i i i l IIS Il � itl � i � l � I � i1 Ii � irll 1C IIIIIIIIIIIIIIIII'lIII! !!II !IlI�I!!'!1!!!tllillll!!�I!!!!I!II�II!f Ilf!��!!I Ii!;�i;fli!ifi�!ffl11!ffllf! if S ��-- 1 --- ` ! Ifi,ffl! f!f!�IIifII!Iilffffliiilll#Ililflf�!Iitllill�lilfl!Ilf�Illll#f1l�t#f1�1#III### flflllllt�Ii'itIIIllIil4lIll;i IIII��1{I �1I{Il1i111I1IIs!!II!IId7IIIIIIIIZfll#f11,11 kill" - - I I Ij f I OV I ROOFING 1 26 go. CommercLaL Grade ( Sandstone BeLge) PURLINS 9 Ln . d 5' -0 ' o , c , ( see page 1 ) BRIDGING lxlxl /8 Angle o thLrd-poLnts a0 -- SIDING 26 go, Com,mercLoL Grade ( Above Accent Bond Sandstone BeLge) G I RTS 8 L n , ( see pages 2- 6 ( Be Low Accent Bond Ke L Ly Green) + o _._Frew- I W- - - - GL"nsLonsandPlatoosStz _____________ ------------------- Sec. JoLnt Outside FLonpe Inetds FLanpe rob yob Oopth no, start end thick. •kdth thtch, eldth thLek. start end Q Q ---------------------------------------------- --------------------• d, 1 1 2 1/4 6 3/8 7 A 3/16 8 26 4 4 5 1/4 5 1/4 S 3/16 24 24 __....-- -------------------------------- .................... ........ ( � PURLIN SPACING No . OtmensLon Broca 2. FRAME DIM. - - - - - - - - - - - - - -----.iwi. X11..01 X2`--4 i " A - - 01 - 168 ........i � " 5116 B - - W -48 - .....*ii. '24-15 1A ,5-T LO C 0 W -41 D E - - 21 ' -41 _... _*_ .. � S�pTg F - - 24' - 10 1 /8 ' ---- - 1 - w i i i w i w w w i w w•w w i i i--i i „ -''�� WIN •D3 �_-- jml e F15 Q ;9 Z FS N E5 t 0 , �3 Q ftp_ lu W- 0211 rzTn Axe LLxA-rep> Z.�-L� 1` o 1C.► '� �" � I �; who �� �E F3�.aur•� U 0- T z _ - C lie i 4" �u 48•_0" A.I . To A.P . . Q _ 241-4" HALF BTFEL 250--0" HALF DU I LD I NG � _._ 50 1-0 of OA. DU I LD 1W.3 Qv 7139 � 4REG 91G ID FLAME SECTION @ G.L. THRU ( 10 - HALF FgAMES 9EQ.) W Burnham �;t 44 L� F $ sa�� s a N / � eUP 96-0648 � l 12 of 17 ' ...� � My}YM�r�V_aa-'ianaYlY_M- � � •- ., AMpprrYRNgCNKYI�Y,•#IY�iu IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED - yI hill ! ! il ! IlIIIIJ � I . , I `� lJllll : � Ill1111i1111lIIIIIIIIIIlI � il AM WrN Cm �„r„ I � ! Il , � ll Illi ! ! lll � li 1 ! ! IIII IlillllllllllJIIIJII� I II111111111IIII11111111�IIIIIIIIIIIII;IIIII�!!!IIIl11I!!!! !!lull!! If!!�!!!I 1!!!�!f!!Ifli±I!!lflfi!llllfll!! I!i 1 �: � •� I� � 'Jill 1111111111 !! I! i..lliiiisl,ll�ilill�,lillilllllll•,(IIIIII!!I!I#Il�ilill�i!!I IlIIlII!i3i1!u{II{Ili{VIII{ I{{I!{{I{�I{li!{{{II{IIII11111IIIIIIIIIIIIiI{=!IIIaI�IIIIIIIIIfI�H1lR:. do i r .. v Ll 1 �y 3 Z 0 fl U Q. •� 3/16 � ' 3/16 A Ld /►� CL , • tib RIDGE L •_ CUP PL 3/8" x 4" x 6" RIDGE 3/8" x 6" RIDGE PLS. 3 8" x 6" / / f ASE PL � �` ��2• ( ) �I X A325N BOLTS W/(2) 5 8". ch W •I• 5 tr 0 x 2 1 4" A325N BOLTS z /( ) / 0 x 2 f/¢ A325N BOLTS W 2 5 8" 0 x 2 1 2" A3 BOLTS /( ) / / • / LZ� 3/4�, GUSSET PL 1/4" x 4" x 4" GUSSET PL 1/4"- x 4" x 4" p t W 0 A3fi A,B. _j COLUMN :BASE PLATE DETAIL RIDGE CONNECIDTAIL B ENDWALL COLUMN DETAIL C. RIDGE 'CONNECTI 09 DETAIL D RIDGE' VZ CENTER COLUMN E m . 0c 8 GIRT CGIRT CUP 'PL 3/16" x U- • UP L 3/16" x 6" .' � � � ' 2 1 0 x 1 1/4! GR. 5 A (2) 1/2- 0 x 1' 1/4" R. 5 '' \ rl C:c GIRT C PL 3/16' x C " (2) 2" 0 x 1 1/4! GR. 5 G`- --� o I 0 PURUN CUP 3/16" AG _ 18 1 x 3" x 16 go. � w/ TEC sc s o o GIRT PUPURUN0 (2) 1/2" x 1 1/4" GR. 5 z A ------- - ------•OOOF - �-• 1 1 IRT I 001 10 0 o olp j GIRT CUP L 3/1 I I GIRT I I GIRT (2) 1 0 x 1 1/4" GR. 5 0 o�. o C:3I 1 0 0 l -_-. -------- IRT -------- O I O-----__ I p Q ,Q I CUP PL 3/16" it o (2) 1/2" 0 1 1/4" GR. 5 w��° SCRAP GABLE GLE I w GIRT C PL 3/16' x3" (BGA) 7" Fl CUT ac I �+z < I (2) /2" 0 x 1 1/4" GR, 5 I I JAMB ,ac aca d • (2.) TEK REW TO GIRT ..--•--.__._-_._ � I I D00 GIRT IDGE PL'S. 3 8" x �' 0 / a az • SECTION A-A - • f — W/(4) 5/8" 0 x 2 1 A325N BOLTS w w w 0 �� - - GUSSF r PL 1/,C 4 x 4. VI -J V zl,� 0 INLINE CORNER OLUMN' -DETAIL F INLINE END W 'COLUMN INLINE CORNER LUMN H INLINE PURLIN . CIDP' DOOR JAMB. D SAIL J INTERMEDIATE C MN CONN. DETAI K -� .054 OlUEZV GIN tv 7 ... . .. • SCRAP GABLE ANGLE I Z" .7 i 39 w �•o w 1/2-1 1/2 (BGA) 7" FIELD CUT do � �C/t- .. t �� ' 3/16 (2) TEK SCREW TO GIRT .__.__.--•--.__._ liJ F'" �v,ww 2" PURUN CLIP P /16" x 6" I '7/ '�G� � ����` � X Fes- 0 o SECTION A_A (2) 1/Z" 0 1 1/4! GR. 5 j `0 ~ PURUN 4l. LE' � CORNER CUP PL 3/16" x 6" — - _ 0 A (4) 1 It 0 x 1 1/4" GR. 5 I CUP PL--16 ) t CUP PL-16 GIRT 01 0 GIRT `" i (2 1/2" 0 x 1 1/4" GR. ;,i j ,�'� 1 2 0 x 1 1/47 GR. 5 ( / pi iQI I 110 0 1 __ 1 � _ . . . -------_---- t ------- ----- I I I O I I j 0 _ © O 0 1 001 I1 10 I CUP PL 3/16" x 4 CIA GIRT GIRT CUP PL 3/16" x 6* I r------ I 1 (4) 1/2" 0 x 1 1 GR. 5 A (2) I1/2" 0 x 1 11,CGR. 5 00 l I � GIRT Q i GIRT GIRT' ------------ 0 _-� C3 ca DUO JAMB GIRT CUP PL 3/16" x 6" I Ilk— GIRT CUP 3/16" x 6" GIRT CLIP L 3/16" x 6" 9075 SW Burnham St (2) 1 It x 1 1/4" GR. 5 (2) 1/ 0 x 1 1/4" GR, 5 2 1 0 x 1 1/47 GR. 5 BLIP 96-0648 (%+`— GIRT / ( ) / / z 13 of 17 BY PASS ENDWALL DETAIL Ll BY PASS CORNER DETAIL M BY PASS PURLIN P DOOR JAMB D IL N LNTO INLINE GIR CONN. 0 SIDEWALf 12 LNTO INLINE GIRf CONN. ® CORNEX P .,y.,,«w.,,�....w�u.an...,... .. ... _. .....:ir.,_.••.. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51999 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED i I illjll lll0lil III II � � NlI , 1 ��111 � ! ( III � � � IIII ( III ( � 1 � � 1111i111i � 11 � � � 1 � d � � l � l � lil � illilll ( � � ,. INCH MAOI 1M CHtNA I ( I I ( I I ! f I ( ( I f I ! III) IIII�iIIlIIIlI1lIIl�ll.llllll�!!!!i!i!I�III!lIIII�I!!l�IIIl�!!!II!!IhIllym,1111111i 111111 Il Ill I Ill Ill 1111111111 Ill Ill l!"lII�IIIIII4►I�11!!�IIlI�IlIH Iiif llll{ IIII�{I;illll{�IIII!IIII�II{{IIIII�IIiI !I{I�{IIIlilll�lllllillilllllllCII�III !!„ .I r ANGLE SIZE & END PLATES _ TYP. IN DETAILS "B" THRU "G" M e4)M1;b3:r# H X VARIES `t- (1) 9/1600 H 1/Y Ir (, OR 4 TEK SCREWS THREAD ROD `g IF WALL BRD•G DOES . , Q_ + NOT MATCH ROOF LOC. ( PLATE 3/16•X 1 1/T X 3- PLATE 3/16' X 1 1/r X 1 1/7' 1/8 ; (10 (1) 9/16" 0 H (1) 9/16- .0 H 1/r X I;' THREADED V � t 1�x�wXt/� + ROD EACH END THREADED ROD � 1/� � X -'—_ THREADED ROD 1/8v 4111 I/2" 0 X 1T i/ / 1NREADED RO 1 u m 2'' t i Lv i 2'' 2" 2m r �-- n. VARIES 1/T 0 x 1 11,C GR. 5 (M) U) 0 _ � � " Z n • z1R7i GIRT FROM BASEw Li a • J o m ' SAVE DETAIL ® ROOF A MID DETAIL ® ROOF B* RIDGE DETAIL C EAVE DETAI W LEAN—TO . _ D EAVE DETAIL S WALL E MID DETAIL � WALL F DETAIL ® EN ALL LL � N a„ i i II BRACE GRIP & CABLE USE STD. HIL E � II Ns a , & NUT 0 ER END i' S M —S HERICAL H I C7 11/4 V g E I P WASHER II 1/4 N RAFTER C-� ! BRACE GRIP & CABLE u I I EYE BOLT OR ROD it ROD BRACE o00 II � BRACE—EYE ' Z---3"• X 6ZPL. IBOLT EQUAL T ��N I Wlu II 3/4"4s LT XROD DIA. ? II II 2 1 2" NOTE: � �3.. ri � Wnia 2 SLOT REQ D ® X MIN PL. " r 11 DBL. BRACING ONLY 3 X MIN PL. d ,� <_ 11a a� ~ COLUMNS n �� • �� 6� &x � Al z i I e:6 `yr g V1 I . A CABLE CONN. H CABLE CONN. J • BRACING SLOT LOCATION K ' CABLE . CONN CSD •CORNER COL. Q Z •0ai I L ROD CONN. ® CORNER COL. Mz� (4) . 1/2" .0 X 1 1/4" BLOTS Z T - GRADE 5 O tAP c SIMPLE SPAN GIRTz SEE PLAN VIEW FOR LAP / a 2" 0 X 1 1 4BOLTS SIMPLE SPAN GIRT _ ( Z l$o (2) 1 "/ / 2 1/2" 0 X 1 1 BOLTS 1" 1" 4. GRADE 5 EACH ENOS GRADE 5 EACH / � 7tiS9 sn �� i 1/4" GIRT P 3/16 1 1/2 1 1/2 t"'~ a J — 3/16" GIRT CUP II - - _ 1/4 OR..(yO Q I 0 7 0,01 — O I B E GRIP & CABLE �G, % _' � •. ° o ° ° I .. INSTALLED I ;C . o o e — J 12 Oft LESS12 1 0 0 J 12 PL. 4- x 4• 3/8 I SEE PURUN FLANGE BRACE 12 OR LESS FLANG BRACE r 4 1 Er X 1 3/4" X 1 3/4" Jt2 . • � GRADE 5 O BEr',M c/) 1127 or x 1 1/4 ' 12 OR LEw�S I SEEP UN FLANGE BRACE 3116r PURUN CUP(2) 1/2" 0 X 1 1/4" BOLTS (4) No. 12--14 X 1" TEK E SCREW. (O.T. GRAY) O PUPL1N GRADE 5 O CUP BRACE BOTH SIDES m UNLESS NO17ED ON 3 v ERECT ON DWG'S z U) a ______ _ — 0 Q STDf GIRT FLANGE BRACE P INLINE GIRTFC4NGE BRACE R PURLIN FLANGE BRACE S CABLE CQNN. CORNER COL V1 N.. w+...w..... _..... ........ n ,P.��"F"a!GC'4k"y11R", � w „u..�w,'e.w..e x4Yj,ph.4o•.. .: - .. MI�IIR�I'dF� MWIMI,K;rNfM�MfN1d!!!iAAl7lRIiMR . 'RIIIMIF?Yx7A•'d�MZl7. +gMltrusY.�:' •�. _. ,.4.,f.-:�.,.y.tiFMati- "p ,ey ViA. m.. ..........►w..w - �"eFr�" .�pF'aa' -..�'- .- P+ ..... .. -: �.. ..... �...._ �.4-�_...,.._.. .WP �-...w.�.aeffiN•s�nwt _... __.__ _.. - h ...,'iWx�. -w.xw. ....._... .. ........._....»..... — .- . . ».. cr t IF THIS NOTICE, APPEARS CLEARER THAN THE 0(;•F 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY'. MICROFILMED I III I I I � I I I i I I dill � � i � i�� � � � � il � l � i Illy I ilil , li hili � illllll iliil i � lillli . � ili � l � Olid Ill ,� � 1 . i � ill III � C1 IMc MiAaR IN CHIMA I ! ! I IIlI�Illillillllll�IIII{lI�lInIIIh IIIIIIIlillllll!!!I!Il11�i!!I Ilil�!!!I (ili��'slll!!!!I!Illlli!lIIII!Illil�il!!IiiIIllliiii!ll�lillllif illll�l;ill !Illlliii�ii!!Ilil!!iilll;Ill�ilI1111i1�1li1 ilii lilt Itl I ' lill I' I { !' 1 �I I I� I'�i ! 'I' !I!; I. ! l�il il! �!� llil i i Illliiil llll 111E,11 illllll � {illllll! 1illlli��►ill i t 32, 2 TEK W/0 WASHER ROOFING ROOFING GENERAL NOTES : �. 2 x 6 GABLE ANG FIELD NOTCH O PURUNS f - 1• GYPSUM WALLBOARD, ATTACHED WITH 10 TYPE "S" DFnWA,J. SCREW •,�.. i 12r o/c O GIRTS. STAGGER LL , -•- JOINTS 2e o/c INT17-RIOR SIDE EAVE PURUN 2 x 6 x 16 Gk Vi(1� .• .. LEG ��'��� i rr � 'Sr 2. FIELD SLIT GYPSUM WALLBOARD w ca w •-- —— -- _ ��, G Q� AROUND GIRT CUPin FSA ,�• .�;,, , 3 a SHT'G ANGLE B SIDING PURL IN 3. N07F.- SHIM GYPSUM PANEL UP 1/2- MIN. ' 4 x 6 x 16 GA. FOR MOISTURE CONTROL REMOVE SHIMS W/$2 TEK SCREWS R.F. COL (BEYOND) q 0 cN ,� y TO PREVENT WEEPING:. � O 4'--O' 0/C TO q 5/g' GYPSUM PANEL 'F.� G` . 31 dA. EAVE CHANNEL p W/FIRECODE RATING E,W, RAFTER X (ASTM C-36 oo FIRE TAPE ALL, 5/ GYPSUM PANEL LEI 'oo METAL SIDING loq JOINTS (SEE LAYOUT FOR FIRECODE RATING Q SCREW PLACEMENT) (ASTM C-36) cyl1'01-P ui ,� q FIRE TAPE ALL z I JOINTS (SEE LAYOUT FORW 2 � '�E.W. CO SCREW PLACEMENT) }- q to � 10 "Sr DRYWALL SCREW > a ' 1 ATE MIN. EXTERIOR (BY OTHERS) O 12" 0/C f O ALL SUPPORT MEMBERS °' RATED GYPSUM PANELS -- - _ --.-- TYPE � (ASTM C-79 OR C931) SEE LAYOUT FOR FILL CAVITY W/6" FIBERGLASS (5) PER PANS" Zw z SCREW PLACEMENT (NO BATT INSULATION W/6 MIL VAPOR 1/2" MIN. lOR - - _ - - 0 -' • - J TAPE REQUIRED) BARRIER O INTERIOR TYPE X ASTM RATED UM PA14EL.S C-79 OR - _ � C931) SEE LAYOUT FOR FILL CAVITY FIBERGLASS BATT INSU N W/6 MIL VAPOR � SCREW PLACEMENT (NO BARRIER INTERIOR -. i TAPE REQUIRED) - • - - - - - - - .- - - .- - . U I JOINT LI- + ri E- Z Z= 00 STAGGER ALL JOINTS U 26 GA SIDING CL • _- = :.. 6 C 16 GA O --_O - 5 GYPS PANEL g' ' =---- O� O W (FlREC RATING GIRTS O 2' -d0/C 0o ING XC-36)0 - - 8 R APE ALL - - R.F. O _ N L. 8 C 0 0 NTS (SEE LAYOUT FOR GIRT CUP - ' 5 8" GYPSUM PANEL CREW PLACEMENT) W/FlRECODE RATING O O NISH D Ft_Q_OR • X (ASTM C-36) FIRE TAPE ALL .� z JOINTS (SEE LAYOUT FOR O O SEE NOTE # SCREW PLACEMENT) 01 , BASE ANGLE "FBA - L r B SECTION ® GIRT FIREWALL INSTALLATION ® BLD"G EXTERIOR • •_ �1/f MIN. THICK EXTERIOR RATED GYPSUM PANELS W/ TYPE X (AMU C-79 OR C-931) RATING H d NO TAPE REQUIRED ON EXTERIOR JOINTS WHEN tai FILL CAVITY W/6" FIBERGLASS /1,00b SE N @ GIRT COVERED W/ 26 go. MIN. METAL SIDING. W - Q m � BATT INSULATION W/6 MIL VAPOR f BARRIER O INTERIOR C8 W f ^� R.F. COLUMN _ 2' MIN. FROM FLANGE o a E.W. L �•}-}•�-- a ►- �� . . z S! DRYWALL SCREW ! (BY OTHERS) O 1 2" 0/C u O ALL SUPPORT MEMBERS o ?' FILL CAVITY 'W/8" BERGLASS (5) PER PANEL BATT INSULATIO W/6 MIL VAPOR Ix a q U 5 g' GYPSUM PANEL BARRIER O RIOR - ---- z 3 . . - __. q U - - - - --= - - "p •• d q � � X/FlASTMOCE36 TING o� 6 C 16 GA ( )FIRE TAPE ALL 8C 16 GA � •• •• ?�L7 00 q 0 P�I a 1 a- II JOINTS (SEE LAYOUT FOR �,_-. ._ -. _ _ _ - _ __ 0 SIDING � � � SCREW PLACEMENT) - _-' - - - -•• -- - METAL SIDING PIPgANEL W/FIRECODE RATING 1/2" MIN. EXTERIOR a N o X (ASTM C--36) •__ , - -;;__ - _ _ - - _ RATED GYPSUM PANELS b q Q FIRE TAPE AL STAGGER ALL JOINTS TYPE X (ASTM! C-79 OR q �`+ R.F. 1 2- MIN, EXTER b JOINTS (SE YOUT FOR C931) SEE LAYOUT FOR `q a COL (BEYOND) N SCREW P EMENT) J qRATED GYPSUM ELS p _ - - _ SCREW PLACEMENT (NO Zni)xS C-79 OR :-_ - ; --� --�=--:— TAPE REQUIRED) q 6- 18 ga. OPEN Cee 2"( �2'' YC- FOR - - - - �' SCREW CEMENT (NO x 3 x 16 GA GIRTS O 2'-(r 0/C a SLAB TAP EQUIRED) r SEE NATE f 3 •r _— LAR -..'_ ' _ - —�-' _ 'S • _ ?-._.�. . SP. BASE DRIP :•' „ •: • • .• SEE NOTE #3 • : • • ~';:;• • • ! ' ' '. FINISHED FLOOR . . • . . • . ,. • . JL BAS GLE z 9075 SW Burnham St FIREWALL INSTALLATION ® BLD"G INTERIOR BUP 96-0648 A FIREWALL DETAIL_ ® S I D EWAL L FIR LL DETAIL @ EN DIN L 5/g' THICK GYPSUM PANELS W/ F1RECODE z 15 of 17 RA71NG TYPE X (ASTM C-36) ALL JOINTS 0 WHERE: REQUIRED DJE TO LOCATION ON PROPERTY N < J� E TO BE FIRE TAPED.REOUiRED DUE TO LOCATION PROPERTY s ...MAu,r�•7ntilr .....,.+- .' ,7R'5... ".. -. !p­..rw„ - �..........:...__ .. ...-_ . . ., ....::...._:..:_ ... .Mkt p.+e.v!.; ,; ,..,•#fp.i '�,"'V2,Hing �.._.- ....:......:......._....—..a...:w....a.... .._.. ... . - ... _ ,., •'�!.vr.'. Nutp.Anww.+.+wM.n.M..e• .!kty�ln°:�111•v•wwu..r.«.-_. IF THIS NOTICE APPEARS CLEARER THAN THEOCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED � MICRO 1j � 11 � 1111i11 1 � 1 � 111 � 11111 111111 ! 1111 ! " I ! ! ! 1 ' i11,111101111?� 11l � III III 111111111111111111111111111 MADE IN CNN � � Is � � � I � � � � � � iI 11I � 1111 , 11111111111111111 1Tr 1 III�III111II11lII111111�11111liil�ll;;!IIII�lIIf111111!!!llilll�lllf !II!�!!!!r!!!!�!;ill!!!! � I � �Ili!IIIIIlII!!lilss�li!! I!!!SII!IiISIII11f�li!!f�!!�!IIIif{:�lifilllllt!!!s!!l�ffifll:�!lt � I� � I ��� � � � . . I a lfl�fill l�:ll!!f�I!!flll,lllfnl�l„� IIII�I1�111111111�1ILII!tilll .IIIIIII11f11111IfIlffffllllfltft!11tt,Illl , 9. N N �o 0 0 y � o v I Q o� A5E PLATE ELEV. ,� , f5A5E PLATE ELEV. xm 100 O (rrP. ux) ua) & I � N F2 F D FF2 C 77- N I I FZ ._ F2 � Dz F _.._ y FZ _ F2_ FZ p C I DA5e PLATE ELL= -J5 V. DA5E PLATE ELS_V. �. 00 0 (TYP. U.K) 102,-0" (Tl'P. V N) r I 7 1339 I lit 241--.0" 22,x" I �, 4 R F. - 22'-op 25'~O" aim ��--p" 2�'--a" 2,}'-0" 12" G� � 250'--0" O.A. BUP 96-06 `� � �►`'', 9075 SW Burnham St 16 of 17 cf:)) 50ALE oeC� OH Q "°�gs..x..xMl�.^nll�..wrw •...,..,-.,._.. .... r.,rx,, ..n. .. .........: r"._...�.s'i�IfriiY'��f'l: AtN. 4r{. M.'?._.. no,. �',r' '^PVl.�; ln6 rte." 'VFW "W"loww'"POWN!" "a"IOWA sommosom loop IF THIS NOTICE APPEARS CLEARER TFIAN THE OCT 5 998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. CROFILMED � � itl � la � ll � l IIlI1 � 1OMjljl i Ijljijl ljijl I ' i I ! ! I ' i I I I ' � , � Mr �+ jil4 I rllilr ? 1 , �liiil1 ilfillCIijlIiijijlliIli ii 1jlji i I � ijlji ijlpl � i ! jill ijl � l � i i , l I I I i �. � i!II!IIII!I!I�!t'il!ttt�lltiltttitttl!�IIII�tt11lltll�ttl!lIIIt�'Itllily! � _..,_ s illlt:ll.:'slllll !f,ill!!Illlitl!lIIIllIll! i!!!�I!ti�ltti!lIIIliIII�IIiItltill�!llill!lIIIIliltlll�llll!!!I!�111:FI`::!Ills III I:I'i � I �'� � + � i� tl � II!tll,►tll�ls�s�4�ilsttlsl�t�,Illlt►ttlltttltstt�,ttslttosllttlll:Illtlll':ltlllill�::I�liss , N CLx L t N t!1 co a N � } L A ® K12 12 1 �Jk ru R u 2 2p.H. DOOR 1 zE 2 _N - - FINISMO OPEENING -- ,' c\1 GO (\j ee (,\j �.1 Illy -- �. . . �. , . IL �- I _ — �--- + �.. • �.- �ii� In - (2) /4 4S A.�. 3 Ab. o,I (2) 1 /2 0 A.D. p` SECTION A-A w � (?) /-4 0 Ab. EACH 5►1 DE OF DOOR �// PROJ. W/ 2" PROD, W/ 11 p n ETA iDETAIL� PROU W/ 2. PROD. � T ILDETA�. aI LSUGGEST EQ'D) I I..._ O.H. —DOON1:11 C RE - v Q . 8 N ._..D7-1— J-0 _ As F;t t REACTIONS .(KIPS)- W -- WIND � E SEISMIC Q `" HORIZONTAL COLUMNS VERTICAL -- UPLIFTBRACING BASE PLATE ANCHOR •� r � w INTO Out HORIZ- LxWx t 8 UPLIFT OLTS � Al o L-T o )3 / .8.3Aj 7o7 �- w7too 7, 7 8,2w , ?x (p x� / .Z WN _ 9 � �7r3W 8, 7.2w - Vzw a __ _ fix? x W .3 r°I t�,1 a l 11� `� X (o iC �Z, 0 �- LLI a . Ii�j IIfo ,4 Ili .1 W 6 I , 4-i,6j x � � o 3 9075 SW Burnham St r �� BUP 96-0648 17 of 17 ., - * tir 1MII�riF IF THIS NOTICE APPEARS CLEARER THAN THE. OCT 51998 DOCUMENT, THE DOCUMENT 1S OF MARGINAL QUALITY. MICROFILMED � 11111 � IIINII IIIII � I � Ilill IIIIIII lull l ' I I ! I ! ! ! ! ! I I ' ; r . . i I� M I I I ISI I I I I II Iii � l l ll � l ! `� 11I II , RI V I I I it I i l i ; � � i SI I fl � II III II lIi11 � 11111111i11 Ilfllllllf con I fifil � fii li III I{{�I{IIIIIIII{iIII{VIIII1II11!j�Il!!illilllllll1111I111! 1lIII1111 Iffl�{f11 1fill 111i;illlf!!Ilfl1llf!!1111111'� , lflf�► ! �ti ! !,, Il11f1111I1IIIIIii lfllli!Ill lIll,lllliillliiiilil1llfllllll►l�i111�IN1Illl1 Il�llliitl!liiliilllll;Iillll 11t11!lsol11l11lttilti! �illill if��lif � II : ! iI lif ifflf�Ifl fitllflll�I1.1Il�� , 'e