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15230 SW SEQUOIA PARKWAY _ a- - F (io W -000 F- o N rn i':�' A E C E N T E R 1n O N Q •ate �, I V C • C wN)) X aQ Q - �U li o O w a-c • m rnM -I Z m30 � IF d w II1 C n \C C ii CD (� C� 9 eJ C �I Urnt O c0 O -C Q o a- a Z �Y 7---- -__— _ - - - _-- - ---. - _ --- �._ ___-- -_�_ - - -� W OMO Co p Q 17 c —� -- O z I L--j - I -- _. _. ._ _.. _ - - - ._ _.- -_ _ _..-. _- --_-. .. m �' W { . . . . . . . . 77d .777 77F FZ U Q i n- I ASREVISEDPERMIT �O R I 1 JULY1994 1� I 0 W Z W Q � o SYMBOLS_ AND REFERENCES ARCHITECT INDEX _OF DRAWINGS � Lj- _ SECTION# MACKENZIE/SAITO AND ASSOCIATE Cs COVER SHEET W a 1 1 BUILDING SECTION KEY MARKS A2 __SHEET A 0690 S.W. Bancroft Street O lX Portland, Oregon 97201 CIVIL, DRAWINGS P.O. BOX 69039 SDI SITE PLAN I SECTION# Portland, Oregon 57201-0039 SJ2 GRADING PLAN SD3 UTILITY PLAN 2 Phone: (503) 224-9570 SD4 WATER QUALITY PLAN f SECTION KEY MARKS A3 SHEET Fax: (503) 228--1285 SD5 SITE DETAILS � DETAIL# CIVIL AND STRUCTURAL ENGINEER ARCHITECTURAL DRAWINGS DETAIL REFERENCE MARKSAl FLOOR PLAN A� _ SHEET MACKENZIE ENGINEER INC. A2 ELEVATIONS �` ',. , 0690 S.W. Bancroft Street A3 WALL SECTIONS `;„ A4 DETAILS Portland, Oregon 97201 A5 MORE DETAILS CE/VIDI?.lVM1LI•�t? Y5 P.O. BOX 69039 Portland, Oregon 97201-0039 FOf 1t4NQ,(UtEG^N V-- AREA OF WORK Phone: (503) 224-9560 STRUCTURAL DRAWINGS CODE ANALYSIS 1-cr: (503) 228-1285 SI FOUNDATION & ROOF FRAMING PLAN S?_ PANEL. ELEVATIONS r I S3 DETAILS BASED ON STATE OF OREGON 1993 EDITION S4 DETAILS DATE: i STRUCTURAL SPECIALrY CO,jF --- --- � 1991 UNIFORM BUILDING CODE 6/10/94 DRAWN BY: rE SLD I PACIFIC ' _ OCCUPANCY B2 - OFFICE BUILDING, A3 - RESTAURANT NO- ww °F►OT A)M I CORPORATE �` ,('"'B BUSINEEGONSS `��__ _-.. CENTER r` BUSINESS ;PARK II � / . � ,, �` _ `_ _ CONSTRUCTION TYPE TYPE VN CHECKED BY: ALLOWABLE FLOOR I _A 4,000 SQ, FT,- OFFICE + 3,000 SQ. FT,- RESTAURANT REV17ION (MIXED OCCUPANCY TOTAL = 7,000 SQ,FT,)0A r EDITION _ 4 °1�z 55 CLOSING OREGON AREA INCREASES SEPARATION ON 4 SIDES - 4' /. z ' DATE: PARK ISS SPRINKLERS -- TRIPLE AREA I z T3TAL ALLOWABLE F'_❑❑R AREA 31,000 SQ, FT, _ --- > SV 72N0 AVE" tiRCHITECTURAL GROSS AREA 17,567 SQ, FT. �C � �►S l J +----rr--,r-ee u I I I 1 off T PH , PROVIDED - ANDL T-��F��•: 1 Bio d' � �� I � RIEGUL Af'PED 5 `•[`--`_-� -REGULAR 120 PACTRUST TOTAL PARKING SPACES 125 • I _— ___----- — B U S I NE S m - =----_--- OREGON o' i -SV 7410AVE1A£ OCENTER BUSINESS \ �a THE BUILDING IS TOTALLY FIRE SPRINKLED, PARK . II h C) \` TO TBC 1 L It MACKENI.E/SAITO k ASSCK1ATES,Pt: 199A. ALL RIGH:RESERVED i / \ A)EAND ARE NOT OEBE USED ORTHE 9 EDRO TY OF MAACKENZIE SAITO k ASSOCIATES, PC TMS D CED IN ANY MANNER, EXCEPT WITH THF PRIOR WRITTEN PERMISSION OF MS A VICINITY MAP SITE DATA_ SHEET -- — BUILDING HEIGHT 24'-8' NTS L: FLOUR ELEVATION 178'-0' s (J BUILDING FOOTPRINT 18,000 SQ. FT. C s SITE AREA 2.1 ACRES m C:) OF } 00 o 1,JO[3 NO. Kt3 1 � Cu SEQUOIA PKWY., 15230 294048.0 BUF 94•0190 1 OF 10 - ^!T AS REVISED FOR PERMIT 7/15/94 ._____....._....,.. .,a._ �•�+^ ,- T } TI Trim T 1 1 h T 1 i l T T177111IT11 IIF TPTS DOCUMENT IS LESS fir I I T T 1 111r� 11995j 1 4 6 1 I 11 2 AUGUST 30 LEG.IBLE THAN THIS NO'T'ATION, - � _ _--� -- 1� O J IT IS DUE TO THE QUALI'T'Y OF Nu,311 THE ORIGINAL DOCUMEN,r. IIIZlfillI�lll Il�ll1111111111�IIIIIII►I�Illllllll�llll Illl�llllill4ll Illlll�lllllllll�llll Illi lll llllll►ul��►►���I����► �►�I I��u��ul�flul�IUII��u�u�Ilul�11111ll11�► ul�lil� Il;i�li��Il�i�lulil 1 1 U i N w Loo 0F- a c11 r n O N I 2 3 4 5 6 9 N a o i Q G ` a C;6 c • M Q 25' 0" 25-'---0" -- 2 0 - - - • 25' 0" 25'-0' 25'-0' - 25'-0" I5'.- ._0 • --- --- 0 o ---- _ o cr. u� c 0 5 -- - — ---- _ — p N I I RIM, FL c C c 3 I 6m D)N A4 A3 I / `` N v M A3 a `� -- ! / �, Z X300 � TRASH AREA SERVICE DRIVE 1 \`may 1 X) 1 7 CONCRETE PAD H� = 0 L,: 0 0) --- -- — a (0 0 s- i ;o 8'-6" J L j ,2 00 Q 0 I W r l i i I 13 II I O Z ! 14 I I h 18 -- LN I dIl C.O. — i SAN. SEWER - SAN. SE:NFR- w o� 2 SAN. SEWER or L I it UD Q m ._ N U Q o � I FUTURE OFFICEII FUTURE RESTAURANT - -- SUITE A SUITE B 2 L II I � II N A3 SIM. I . - — I I I CL I OA3 N - I I II I I _0 Li. A3 S3 c IA4 I I II I � I eFj N II l i I i -- 2750DAM 07.'1 WILLIAMS Y�• C- r . C I'(Nm1i?,OREGON / DATE: O FLOOR PLAN 6/10/94 I DRAWN BY: - )BV,SLD CHECKEC BY: DLW REVISION EDITION a = CLOSING i� z d DATE: z Q Q Qn KEYNOTES .� 1. BRICK VENEER OVER CONCRETE PANELS ,+ 2. FUTURE CANOPY ABOVE (SEE DETAILS 1 THRU 4/S4) 3. EXPOSED CONCRETE PANEL. MACKENZIE/SAID 8 A53ii�,ATES.P(. 1 � 4. DOWNSPOUT & OVERFLOW LINES ,flea, NZI RIGHTS AS';u'D CD 5. STREET CURBALL 0 6. PROVIDE 1200 AMP ELECT. SERVICE TO SUITE B THESE DRAWINGS AP.E THE PROPERTY OF AUCKENZIE./SNTO k ASSOUATES.PC(M/S „ A)AND ARE NOT TO BE USED OR REPRO i. TRANSFORMER PAO DIKED IN ANY MANNER, EXCEPT W"THE 8. 3' x 7' H.M. DOOR J 9. 3' x 7' H.M. DO (1-HR. RATED) PRIOR WRITTEN PERMISSION nF M/SA f4 SHEET I H 10. SPRINKLER RISEN' 11. LADDER TO DECK OVER ELEC. ROOM 12. LADDER TO ROOF HATCH FROM DECK q 13. FUTURE_ DEMISING WALL 14. 4" 0 SAN. SEWER w/ CLEANOUTS PER CODE A 1 / 15. 6" 0 SAN. SEWER U 16. LIGHT POLES Q 17. PLANTER OF 5 / 18. VERIFY EXTENT OF PAVING WITH OWNER. (+O JOB NO. C 294048.03 SEOUOIA PKWY.,15231) 9UP B4-0140 AS REVISED FOR PERMIT 7/15/94 2 OF 10 .. ..;..:�,... ".w...»1R.'f. .,Y% T:::.'X'i+M1S41WIR::':.:'�'Y-"A:fl:.�'ilV►'+JX.n:M1.V.tiuc ..._..,...... .. _.,., .. .,, :::..A.^.::•. .; r.. •._ T t�11 I I T � T 1 '11 1 1 f 1 1TT 111T ~, IF THIS DOCUMENT IS LESS �� j I 1T� I I 1 pI T r+ 995 i l LEGIBLE THAN THIS NOTATION, !— 1 � � __._-.._.._.1 ----_-1—U 1 �Z � 4 � .� 6 I I , � I 1U � 11 I 1 AUGUST 3Q � � I IT IS DUE TO THE QUALITY OF — N.311 THE ORIGINAL DOCUMENT. IIST3u�IufJ■u 1 904 9� WIllIll91111111}1f6,1 UIIIIlII�II1IiII�IZIII�I�lIIIII Il"I IIll1lllll 3-111-111llll�llILI 6lll1 6 1+; I 2 < 5 a_ /'o W 110 coo 1-- 0 Q a1 12 I � I i (� Q, x allo i 6 i ill i KEYNOTES O - - +- I TAI I f � I - __ - - 1. STANDING SEAM ROOF V) � 0 — — -- _ — -- -- — ----- _ >_ O 3. STORE FROCK NT RR � o a 4. t UTURE i ANOPY (SEE DETAILS 1 THRU 4/S4) C;6c rn Q v -0 'vo ti -f-_ - -_ 6. PAINTED CONCRETE PANEL 0, - I /, ROOF OVERFLOW SPOUT O ` - ----w'- -- - _ - - - 8. SEE CANOPY SECTIONS ON SHEET S4 - .- N Ln r` - - ---- —— - -- M 9, VERTICAL JOINT OT BE AUCON CONTROL JOINT. VERIFY c -. - -- ------- _---- EVERY OTHER V) I co W/OWNER, APPLY MORTAR SAND TO CAULKING TO MATCH. 2 I -- - 10. LEAVE 4' WIDE OPENING IN ROOF CANOPY BACK SIDE. W ON i ------ — N Z °' 300 W u% o u CD vi r C _. .. .. ..__. ._ _ ....... - - - - - - � . � — — -- — t �` Q UtD OL -- - a` 0an. 4 5 1 ELEVATION WEST z U� 9 F3 7 6 5 4 3 2 1 I I 00 Q O w M [, N g a� (n1 L - I 1111 O �! r . ( 7 7 �•/ L. U 1' I ; 1_ I I I I r. , ' �-T-r-r-1"�-i -I•-I � I -r1-�-r-1 1 I l l l l l l l l l l i t l I CL 10 ii 3 �..�i.. J 3 O tj EAST ELEVATION 0 I A B p E E D C B !I i � pati { i I w .- 00000000m I f z r� rrr 2790 � sell�LnKa,>7�:cc� � ---- - --- -- - - 1-4 - 1 _ _. T 1 11 ,�..,,, 1 t 1'o JDATE: 4 6/10/94 1 DRAWN BY: i NORTH ELEVATION SOUTH ELEVATION SLD CHECKED B Y: t�l_W REVISION F p �� B A EDITION Z y CLOSING DATE; y , 6 2 A3 13 12 A3 A4 Ifl ( I 53 S3 1 \1 uA�lIENZIE/SAITO k ASSMCIAIES,P.I. 1 �� 1994, AI.L RIGHTS RESF.RVFO MACKENZIE SAITO k ASSMCIAEES.PC M S iN[SE_DRAWINOT ARB ENE USED R RE R PRIOR WRITTEN PERMISSION Of MS A( AND ARE NOT TO RE USED OR REPRO CED IN ANY MAWER, �IiCEPT WITH Tu4- SHFFT 3 ' ,A 2 OF 5 JOB NO. 1100, A BUILDING SECTION294048.03 9 SEQUOIA PKWY.,15230 _ 9-�0 4 8.0 3 8UP 94.0190 � AS REVISED FOR PERMIT 7/15/94 3 OF 10 IF T1:IS DOCUMENT IS LESS �Illim� r1Tl� �� 4 �I �� I �l �Il� 11 1, Ir�l� 1 AUGUST ,�Q1995 t I LEGIBLE THAN THIS NOTATION, il.-_- _- --..___ r ��r"1� M IIT IS OUE TO THE QUALITY OF Nose Ri THE ORIGINAL DOCUMENT. dL LZ e��e �L II �I 8I L�T 9I 91 6I BI ZT I TT l I 8 IIIIIIIIII�ll�ll�l�ll�llllllll�lllllllll�lll��lllllll�lllllllll�lllllllll�lllllllll�llllllll�IIIIIIIII�IIIIIIII�lllllllll�lilllllA lllllWlllilllllllllllll 11111 lllll 1�111111111111111111�i111 Ilil{NII �? 3 id KEYNOTES R-7 PERIMETER INSUL. W 2. I)j-0 PIPE COLUMN O 4'-0' O.C. SET IN EPDXY. 1— o I 3. 6' X 20 GA MTL. STUDS O 16' O.C. W/18 GA TOP TRACK, a a 1 R-19 BATT. INSUL. a 4. CORE DRILL HOLE 2J(0 % 8". U m m w 5. ALUMINUM %:NDOW SYSTEM. N 0 n 6. T.S. 12X 6 XN. N O N 7, FUTURE. SUSPENDED CEILING. Q 2 a S. 2 X 8 P.T. PLATE W %' ITW TRU BOLT O 3'-0' O.C. M a' c 9. CONIC. PANEL. SEE SHEET S2 FOR REINFORCING. � - 0 0 10. ('-LU-LAM SEE SHEET SI FOR SIZE. • u o 11. STONE W..NEER TILE THIN SET ON CONC. BACKER BOARD, 0 I 12. SEALANT JOINTS AROUND STONE TILES. M N 00 13. FUTURE GYP. BOARO. Q •E =n i0 11 CYP. SHEATHING SOFFIT. N a ° I 15. STOREFRONT DOOR 3' X Bl W apo N E 16. 2 X4 SPACERS. TN 17. DBL. 2 X 12 JOISTS. 5 18. FUTURE GYP. BOARD OVER J¢' PLYWOOD. W 13 1i. 00 19. 2 X 12 JOISTS O 16' O.C. ON SIMPSON HANGERS. I A4 20. 2 X 12 W/POWDER DRIVEN ANCHORS O 16' O.C. Y o N m 21. T.S. 2 X 2 X j(e O DOOR JAMB BEYOND W/SIMPSON COL. S.N. CAP CCO Q 'e oz 22. J METAL EDGE. <0 a n. 23. R-19 BATT. INSULATION W Z Or LLJ O U 00 p 0 E i I i A E aN o DC7 O ! I I 0 0 I I I I I " 4 AI I U m10) N T 4 X 6 jI 20'-0' — 2 I \ 12 I 1 12 •j-. J d r r 1/4 ITE- 12 23 >. I 1T-1�•(� in 27 yy 23 0 I O U ( 9 ci) 0. L� I ..4. 1 �= Q • 4 SIM A 5 20 19 17 16 WIS IT IN yrjj XW! V: uffit 21 POR;Lw OREGON `� F ; ; ,5 'c OF O DATE: I I \\ 14 20 6/10/94 \` DRAWN BY: 13 oe SBM/SLD CHECKED BY: j'• \ EDITONN 7? bl u a CLOSING 1/2" tltltl g DATE: �e• 4 6 �` 22 / to - - - -- � i it 4 P 12AL— _ UI - 13 .i 5 V � I o AO uux[N[[/sum•♦ssweas.rc I y 1 —__ 1 � ^ / rNEx oMm.•'+M 1,[ wl[Rn o[ \ iV N v\ L^\/ vu:x[xirt si`d'u n�p�yn x 1us V / �•• \ p ME NJl r0 Bf URO nECPJ \\�VJJ/ �( �EY'J M.WY IAW1Yn [nti MTM➢6 h 12 12 I • �, \ N� PR1p1 M1R1[N KnNS'WI IX Ma, SHEET 1 -j — I 1 a 7 � / LT A A3 / � \WALL SEC110N AT FRONT WINDOWS WALL SECTION AT TOWER WINDOWS 3 SECTION �.T OFFICE WINDOWS a SECTION AT BLANK WALL PANELS_ < 5 SECTION AT ENTRY °` Q �� ___ .-- t _ 1•._0,• 3 JOB N0. (/V r--�ya'-r'— 3/4 -1'-0 (O CONC. PANELS N12, 3 2OT72 )21) T/4"-1'- 0" (SIM. O GRID 1) 3i4"=1'--U" (O CONIC. PANELS �' 7 h B ONLY) 3/4"=1'-O' 0 GO p 6EOUdAPNWY.,4Ef0 294048.0 .Eon„ AS REVISED FOR PERMIT ?/15 94 N . _ ::_' -��1rtlrrTT��TTT11111p� TTTmmm11��1 �(1}17 ..: T�RTii7i�i7iii1i1Tp1 TIT ._ .. , - - 1 I IF =TH'IS DOCUM11'1T IS LESS � /.I ��I I6I 1111 I I _. . r 3.� 1996 I LEGIBLE THAN THIS NOTATION, 1 .)I .7I O - fi AUGUST IT IS OUE TO PHE QUALITY OF _ + ' THE ORIGINAL DOCUMENT. . I d �a � �I � e a s • �a r III II r II I I I r r vI IIIIIU L B 9 UW1111 IIII IIJ II�NII IIII IIII�III�ia�llll IIII�IIII IIII�IIILilll�llll Illi WI IIII�IIII IIII�IIII Illl�llp pp�llll IIII 1111 IIII�III IIII�IIII IIII�III I�I IIII 1 e —2X12 - Pn ------- ---f?OOF DRAIN --CAF' FLASHING --2" HIGH WAIER DAM I 1 �_-- OVERFLOW ��RAIN a„ SLEEVE ---- EXTENSION' SLEEVE AS REQ'D 4 X 4 (P.T.) SLOPE 1 /�---EXTENSIO,: SLEEVE AS REQ'D /� ^�- --s�_/ �---CONTINUOUS CLEAT r.-__ 31 2 � LEAD PAN .�� l P.T. TOP PLATE SLOPED 4 X 6 A i 00 BUILT UP ROOF ON RIGID �`---6" D OVERFLOW DRAIN, .i - ~ v `N -BUILT IIP ROOF ON RIGID / INSULATION (RIGID '1v5UL INSULATION (RIGID INSUL SEPARATE LINES, DAYLITE TO __ / r� --DOUBLE COURSE OF SOLDIERS < L 00 '---'-' '--{ � I O RECESS ONLY) EXTERIOR - � U rn x ---PRIMARY DRAIN O RECESS ONLY) I / OU 1/2' N O cV — p EN r/ -- ---6'4 ROOF DRAIN �o In� I, z (n C3 m M --- - — ---4'-0' x 4'-0" x 2" DEEP - / �, ---- I ^ / 1 112'' (/1' Q �a SUMP TO DRAIN _ `O I Q 0 a �' 1 /�- --SECONDARY pRA1N I �_._- ------ INTERIOR METAL STUD -� 1 - - ol WALL NOT SHOWN 1�2., c G i -- � l • 41 1/2" PROTECTION BOARD I r �" c N 0 U d ROOF SUMP RECEIVER DAYLITF OVEERFLOW LINE- ------ .Q C a - --CONCRETE FLOOR SLAB O o 1/2" PROTECTION BOARD - V) C 0 Q, 0) o I \ I UNDERDECK CLAMP �% a c c `� a -ROOF SHEATHING / 1 V J O a N m 0)C4 _ - I \ ROOF SUMP RECEIVER 1 -_ r \ N L i 2'--0 �'' I UNDERDECK CLAMP i - I \ �-----SINGLE COURSE OF ROWLOCK Z � 3 O J \ W � `n 3 \� -----DOUBLF 2 x 4 BLOCKING - DOUBLF 2 x 4 BLOCKING _---------DRAIN LINE, 1 -------BRICK VENEER (RUNNING BOND) Y m vi c v AROUND DRAIN, TYPICAL AROUND DRAIN, TYPICAL. i — r c ( r BRICK VENEER BEYOND O Q u tD O t COLUMN " OU( :24 O n. LEE ri CK Iµ ROOF DRAIN PLANr2-"\NDETAIL PRIMARY ROOF DRAIN 3 SECONDARY ROOF DRAIN 4 ROOF DRAIN SECTION 5 BRI � Z 107W La co FolI W r� © �, KEYNOTES _ A Q 1. R-7 PERIMETER INSUL. 2. FUTURE GYP. BOARD. Q I 3, 6" X 20 GA MTL. STUDS ® 16" O.C. W,''18 GA TOP TRACK, Z i1r I R-19 BATT. INSUL. I 4. GYP. SHEATHING SOFFIT. M .5. ALUMINUM WINDOW SYSTEM. CY_ M �- 6. DBL. 2 X 12 JOISTS. 7. FUTURE GYP. BOARD OVER X" PLYWOGD. U m I 8. 2 X 12 JOISTS O 16" O.C. ON SIMPSON HANGERS URR m 'U ' 9. CONC, PANEL. SEE SHEET S2 FOR REINFORCING. • 10. GLU-LAM SEE SHEET S1 FOR SIZE. U � 11. STONE VENEER TILE THIN SET ON CONC. BACKER BOARD. slr° 12. STOREFRONT DOOR 3' X 8' 13. R-19 BATT. INSULA(TON -� i 1. I,"I r 1 13 I . � I {' I I 7 v 790 S3 Dano Lru iwuL1,1.v. �A* / 6 8'-0, �. OF T 1 DATE: 6/10/04 4 i I DRAWN BY: ' I SLD SBM _ . CHECKED BY: DLV � I 11 REVISION I EDITION CLOSING 1 o DA TE: I Dc c� 5 � ' Cr MAIKENZIF.,'SAI TO # ASSGUATES,P.C. r—/ MACKENZIE WO h ASSOCIATES.PC IMS —�— _ — THESE DRAWINGS ARE THE PROPER"OF 199A ALL RIG1;T5 R.^ RVF r —_� i 1 1 — —� + quia NRIn EN PERMISSI'" 0=0F=5= 1 AND AR NOT f0 BE USED OR RE A)) FI?- ACFD IN ANY MANNER, KCFPT WITH T O " I SHEET 3 , A4 1 Q i C OF 4l s SEC 'ION AT ENTRY _ e SECTION AT FILL—IN WALL AT BACK_ (") _ 3 4"=1'-0" 3 3/4"=1'-0" 3 JOF3 N0. 44 4 294048.0OD 3 OSEIhIOIA PKWY.,15230 14- g�Ps�'o,� AS QEVgSED FOR PERMIT 7/15,f4 j_ O'� SOF 1F �r �rMR ---- - '�'I,�'i �TTr4 J i, T`r ril r 1�ITW I I T1 i, AUGUST 30 1995 ' IF THIS DOCt1MENT IS LE55r . ` ' I ' I _ I— I �_g� �__�� „ j LEGIBLE: THAN THIS NOTATION, L s 0No 0! IT I5 DUE TO THE QUALITY OF' _ _ _ THE ORIGINAL DOCUMENT. �ti-1-11 �v �RZLi ♦ari!111 Z Z £ Z�j [hil Z I 8I &,,L;,,, ST 9I6 IIII IIIIIIIIilllllllll111111IIIlII��IIi IIII�III11,1111 JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll IIIIILII(IIII I II III i t U F-1 4)11, G 3 1/2 1 1 2"1'-1 1 2" 2" 1'-5" PLAN VIEW (n y IN BELOW WIN001ti W M m -- i� cn P �. c ca 00 64 • . -=- - -- V A N r M • _- y \ • T • O •- //A ci ' i'�:1 T "�I •° j I I o'd c �n Q _ I WINDOW (J!" S"ACER/ O • OI ` SHIMS NOT SHOWN I -GONG. PANEL W'rE.;v NT ON 'XT. ~ rnN n0 N C N i Q C • N c 0 cn ----21Y, X 26 GA MTL STUDS W/%" GYP BD a c --- 2-- & R-11 BATT INSULa W p ON + m I III I N j II f_ PERMASEAL MIN 6" LAP ONTO CONIC ZIf3 00 UJ - PANEL & GYP Sh'EATHING CD C U rrnt o j FACE OF BRICK ABOVE W114DOWS a erJ p L 000LCL 3 O) �II �' � I 5 ZI a 3 % - - WALL CONSTRU,:TION: a nl .i X 20 GA MTL STUDS 016" O.C. wm T\� WIR-19 3ATT INSUL, 5/8" GYP BD., W l�� 34" EXT. GYP. SHEATHING & F'- ---L VENEEO BRICK. Z n I �11PLAN�AT GRID A-1 AS h0 p CJ a, Q C-4 Cod � OR o j 7 O Z _-T 3 l'alJ ^ 11 I i� L_ 3 z Li i O —� � ► ._ �J,, -•-F�4CE OF Pk1CK ABOv< LU L �J V"NDOWF ;` d 1/2",y_ �1 I Q 1/2"I HI ' A•4 ' , 1 `o4 I' � l ^I -PANEL SHAPE ABOVE PINDOW • ' I HEADER (SEE PANE! FLEWS) cn • -- .� i : a. . G v D ,I 5., gi G � METAL STUDS / : •- a 1 I e4 I }¢" CONC BACKER BOARD I I \ r I , �--- THIN SET VENEER STONE (COLOR & TYPE BY OWNER) ONESEA, - -- + - -- 1 \ - BEVEL BACK EDGE 77A0 F ER STONE V �R1> D.o�sGoy . . r2`�PLAN AT GRID D-1 3 OUTSIQCORNER AT VENEER A5 Full Size Gy 5 A3 DATE: 6/10/94 -- ALUMINUM BREAK SHAPE TO DRAWN BY: MATCH WINDOWS SLD -- TS 2 X 2 X Xa COL. W/BASE f� 4 X 6 X z W(1) 0 CHECKED BY: - - --T EXPANSION AN"HOR DLW - -- - - - -- REVISION I - - EL'ITION rA o CLOSING I -- - I L zI DATE. -STOREFRONT DOOR STOREFRONT WINDOW CD •� �'"� CEMENT BACKER BOAR'i A4 l ~~'- -6 X 20 GA MTL STUDS 0 16" PLAN VIEW j -�-_ • ------+.. STONE VENE ER 1ILE �• •� • - Kul •' • ° • \\ _ r. .,� + BELOW WINDOW ' ° b v '► -- W I \ ,// Y1:LtllLlld�ILLLLCCLLG -YLLLL.LIlLId®+ '� !LLLYL1Ld • • •r ^- `— \ 1'n •'•' •. . . •�• IA A'.KENZIE/SAIIO & ASSOCIATE S,P C O _ .• • • • •. .• • • r. ' b'.• • r �_ t) 199; ALl PIGNiS RESERVED (/�\�� -----_ E - -- - ---------SEALANT T14ESE DRAWINGS ARE THE PROPERTY OF __ MACKENZIE SAITO.!ASSOCIATES.PC N S V / 8" USED --- /i / / PRI RDWRITlEN'PERMINIERS.SON EXCEPT rTOM R, HO i ra 3'-n" SHEEN - - - I 1 ---- ----S-0 - - ---SUPPORT POST SEE .3/A3 V) CONIC PANEL & BRICK-----I 2 ABOVE WINDOWS E A 5 a r4PLAN AT GRID` E-1 z s PLAN AT GRID E-2 GA6 F LAN Al- GRID E-3 _ ENTRY PLAN _ z OF 5 A - -- 1"=1'-C1" n 5 - -0" 1"- a a JGR NO. CD CD DDp 1 SEQUOIA PKWY.,15230 2 9 4/� CZ.O J 114- V 6eup 0F10-n1go AS REVISED FOR PERMIT 7/15/94 i .� ._.y....�.:_,.._,.. .:KM'g'�F'. 'r,M9r?AWN9•.NAMa'rd!'.�.ki1iW.'., ' IF THIS DOCUMiJ"1T IS LESS jTj11T i11 T1 I rl T1T Tll 111 I 1j1J 1TT f II 1 '� 14 s I j ' i ' AUGUST 3o 1995 0 1 I LEGIBLE THAN THIS NOTATION,- -_ -_ - ITTQ 11-- 11�_J IT IS DUE TO THE QUALI'T'Y OF N0.�4 1=-- THE ORIGINAL DOCUMENT. � - 01111:1IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IiIII�IIII IIIIIIIII IIIIIIIIii;Illlllll IIIIIIIII IIIIIIIII IIIIIIIII IIIII s t 11111 Illulllllllllllli;.11lllllll t t �"je j L 9 Q l�llll 1111111 Illl�J11ilillujj - -�-� —�� —i ��— T 1 0 LIT�T II,Idi Elf W,IIll- — 0 n 6 7 s s KEYNOTES o N 1 3 4 1. CONSTRUCTION JOINT, SEE 4/S3 ._ �� N 200'-0" __ 2 CONTROL JOINT, SEE 3/S3 010 - -----... - U -�------ � -- 25'_p° __ 15'-0' J. 4'-0" FILLEP. STRIP W/ /4 AT 2'-0 O.C. EA WAY m o a - ..- - 25'-p^ 25'_0.. _ 25'-p. 2S -0• 25,_0.. _ 2y_p' _ .-_ __ q, 5" CONIC WA SLAB OVER 6" (MIN) CRUSHED ROCK w/ /4 O 2'-O" O.C. V) �mm M -- -- ------—- --- EACH WAY WITHIN 10'-0" OF WALL v) O 17 I 2 5. 2 x 6 SUBPURLIN DFL N2 AT 2'-0" O.C. WITH SIMPSON F26N v) o_a + ci 53 7 14 HANGER EACH END TYPICAL ` 3 /� A4 3 S3 6, 5/8" PLYWOOD n a A3 40 /1 CO ❑ 26 O O 7. BUILT-UP ROOF OVER i/2" ISOLATION BD. OVER RIClD INSUI a o'er CO v 15 ❑ s O 0 O ❑ 20 O O 25 I] + - _- • �- ------- ---- --� ---_,-�` e, GL. PURLIN 2 1/2 x fe (20F-V4) C=5/e" AT 8'-0" O.C. WITH Q • 1 I r____ _ ___Y r---- - ---t • r---- - --_Y -_-- ---- Y I - - - SIMPSON HWU2.6 HANGER EACH END A ' I gM T M i I z 9. 2'-0" x 2'-0" CUTOUT FOR RECESSED BASE PLATE ~N Pn1 JLEOGE T M ' T BM T M T M _-_ _Q_ 17'-1 + --- ----- 0 17'-1)1 - ----- T EDGERI 10. ROOF HATCH \ I T BM ---_ _____) _Q_ 17'_1 5 1T-1 g O ---- -'J 11. ROOF NAILING 10d SHORT AT 3" O.C. A7 PANEL EDGES AND - V 17.7 - - © 1T-1)Q" 17'-1}7" ----- Y' --- - ----- S3 0 e 12" O.C. AT INTERIOR SUPPORTS W a o 0 tp 12. 2)¢ X 21 GL PURLIN (20F-V4) C=;b" O GABLE ROOF W/SIMPSONOLT 2.6 N • m o� 4 53 a 13. lye X 119,16 GGEPURLIN (20F-V4) C=)7J" B'-0" O.C. W/SIMPSON 53 R. 19 0 HWIJ 2-6 HANGER. W b 14. LSTA24 AT 6'-0" O.C. AT FIRST PURLINS FROM WALL, TYPICAL m a 15. SIMPSON ST62J6 AT FIRST PURLIN Q oto17. DBL. ROW 10d AT 3' AT GL SM FIRST 16' FROM E/W WALL 2to ot 15 18. 4 x 6 P.T. LEDGER, SEE DET. t4/SJ 4 70 ^ T AGER 53 19. 4 x 12 P.T. LEDGER, SEE DET. IS/S3 1 n ^ n N `� 18-0 - -7 20. ROOF SUMP 621, 5)(! x 15 GL PURLIN (20F-V4) C=1" O GABLE ROOF w/ SIMPSON 53xv a am LEGS HANGER a + � \ \ ' 22. SPANDREL PANEL^ ^ m iD '° II II 12 _ _ 23. 2" RIGID INSUL. WITHIN 2'-0" OF EXTERIOR WALLpu 8 m `� B m u53 8 5 24, 2 x 6SUB-PURLINS OFL NO. 2 O V-0" O.C. w/ SIMPSON F26NZ u m u m u m m S3 ti HANGERNEAR GABLE ROOFJ ` tf 25. TURN DOWN SLAB V-6" AT PANEL OPENINGS 2 _ 26. DBL SUBPURLINS AROUND ROOF SUMP 0 19 28. (NOT USED) u COL SETTING ON PURLIN W rn 029, Q ,, F .I - - u_ _ 30. 2wX 8 N2"OFLURAFTERS O 2'-0" O.C. ~N L_ 'z a _,ala I:� __ _- _ _ 7 M --. TAM 31. 2 X 12 RIDGE BEAMS m T EDGER i S3 u - - 7 M _�o -- --' T M - u - 7 �" - 78-0 F 18-0 .. f 18-0 18-0 R I 32. STANDING SEAM METAL ROOF OVER COX PLYWOOD T LEDGE _ _ ( 0(� O is 0I I ( , 19'-o 11B-D 1 /8 0�( T� 1 I ' ' 1 Z \\ I I ) +\IAA -- B B ' TYP A A AO O �6 O 15 O IT 15 5 n a 16 256 11 12 • 53 SIM. c SIM. 53 S3 12 a "° 5J tiyQ 53 ❑ U m 4 r ® 24 T/LEOGER V+• O } N '� 27 21 27 18-0 (, lll_TASEDGEr- --) 27 21 27 n n \ 24 n U 1 7 Q a I8ED CL D - - •— w a a a a --I a a \ a \ a M \ M • O 5a 54 i n n m n ¢ " m II 13 24 m I 8 J " m sl m m l I GENERAL NOTES O ' m 1 i i I � A. SEE GENERAL NOTES (8 1/2" x 11") FOR: SPECIAL INSPECTION I i 1 24 r g > OF MATERIALS AND BRICK VENEER ATTACHMENT. c X Q ❑ I / \ I S3 &IT90m � B. FvOTING 70 BE CENTERED ON GRID AND CENTER LINE 0 PANEL OR P7.tJEL LEG UNLESS OTHERWISE N07EDSIM 2'-0' �� - T BM• - - -•T/BM (_-_- , L1.1 ' TQM STAOR7 PURLINS_ -�19 pq l- 7 - 27 T LE�GER 0 CL 27 - _ B. - 7 21 19 0 I -� 7 1 7 1 -DCER 119 0 I .19 -0 I ________, ._______-1--LL BM i___-___-� ._________ 119-0 I _ _ n L_ ___J A�4 <Z> I: 9-0 9-0 zft ---------' I n B ❑ u O 5 6 7 Aa Q O G o O + o O ❑ O O ^' S3 18 A3 A10 4 S3 SIM LEGEND 5 54 ® PANEL NUMBERS, SEE ELEVATIONS ON SHEET 52 O� 6 A O S4 A3 LL_ O OA SEE FOOTING SCHEDULE I FOUNDATION / ROOF FRAMING PLAN !�I f i z 3199 PATE. 6/1D/94 DRAWN BY: SLD CHECKED BY: u DLW 53 REVISION 1 EDITION �- i � ■ CLOSING tl �,� OATS: c 5 S4 OppID 6 SIM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 T_F_ 1 1 1 1 1 1 1 I 54 29 -- 0 27 27 — B 0 4 5 1S 17 53 a - 37 S4 OPP ^ v 30 — c 15 ,"a E"•af u.cx /� 17 _j V ' 0 27 SHEET � FOOTING SCHEDULE • 54 5 SIM a E �. - ----- - v' MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS \ 32 27 S � REINFORCING REINFORCING �FIG 22 -4 u 14 IY O g_g• g'_g^ 1'-2" (6) y5 x 5'-0" (6) /5 x 5'-O" S3 N OF 4 7'-6" 4'-6" 1'-0" (5) NS x 7'-D" (B) p5 x a•'- " ROOF CANOPY PLAN ROOF NAILING AND STRAPPING PLAN c JOB NO. c O g'-0^ g'_p^ V-0" (6) 15 x 8'-6" (f0) NS x 4'-6" DPP. HAND AT GRID E-9 1/8" = 1'-0" NTS. 29404 .03 AS REVISED FOR PERMIT 7/15 94• N OEOOOIA FRWY+152!0 6uF"410 Y OF t0 JJJ THIS DOCUMENT IS..=„LESS711!FTjT�f1'iTI7T'T�T1T�Tf�12f�iT'f�� ��1t,1'}1��1IT'117I�t'�}I�� LEGIBLE THAN THIS I NOTATION, 4 I • I '•' 1VI 1' - AUGUST 30 1 x « O Ar IT I8 DUE TO THE DUALITY OF I 8 THE ORIGINAL DOCUMENT. I imimluuuuluiluulimiildmlmlliiumllulll1ullm m6mmlluu1m lluulullu161 fox mllm uu6ul 1 W111111d1111 11 l I a_ ---� i w 1 < 2 3 ��4 5 6 7 8 J 9 KEYNOTES � M ! 1. #4 AT 12" O.C. EACH WAY' AT CENTERLINE OF PANEL Q rn N ! ! 2. (2) 5 AT EDGE OF PANEL U ,� 00 3. (2) #5 AT EDGE OF PANEL, EXTEND PAST OPENING 2"L-0- N o N rS 4. (5) #5 EACH FACE EQUALLY SPACED � m m N (/) L.) K) 5. (3) #5 AT CENTERLINE OF PANEL, PLACE AT CHORD TIE SHOWN V) L O O S1M I IN DETAIL 5/S3 Q o 6. (2) #5 ® 6" O.C. (6) TOTAL 2 7 5 7• EXTEND PILASTER TO BEAM SEA f od c • K) 111 -- S3 S3 EXTEND PILASTER „ „ BELOW ROOF - m 8. c TO o" ocl O li - 8 -- 9• NOTCH PANEL FOR ROOF DRAINS O • �' �J -- -- S3 cw � u) y� i (n o opo, 4 - , -- - LJ v oN C7 ^vl , I I 1 • � 1 I i I I i i — i 1� --- - - - - - - Z m3G0 I i 18 7 to u .� 6 S3 0 6 S4 Y c._. S3 TYP. (, = O O C UI ' 8 6 6 N Q to or a 00- 0- I � ! S3 •- I 1 Lid 2 2 N 1 w 20 19 �1r; 1 II � ; 15 i14 Il it SEE PANEL 19 SCE PANEL. 19 SEE PANEL 19 SEE PANEL 19 SEE PANEL 19 SEE PANEL 20 L �l WEST ELEVATION oo a a �J 5 1/2" PANELS, TYPICAL 1/8"=1'-0Lo " r V ck� 1010 O I LCL U� 9 8 7 6 5 4 3 2 11 3� ! 05 0 I � j L) m tl F— j I LA— LOL I 53 ! U Q I i I Q 9 1 S3 4 � 1 -- �'-6' 2' 6" .O 9 ILII 0 2 17 w I r I n L: a SEE PANEL E SEE PANEL 6 SEE PANEL 6 SEE PANEL 6 SEE PANEL 20 SEE PANEL 20 SEE PANEL 20 N EAST ELEVATION Q- 5 1/2" PANELS, TYPICAL 1/8"=1'-0" I I S A B < > E D E E D C BA 'd. I E j I I I 8 DATE: � e I j 6/10/94 ! DRAVIN BY: SLD S3 CHECKED BY: DLW I I I —_I L_ REVISION EDI1.10N 13 m 6tn CLOSING $ DATE: S3 6 .=� S 3 I IN - I� I� I , D24 23 10 � 9 SIFE PANEL 19 SEE PANEL 19 SEE PANEL 19 SEE PANEL 20 SEE PANEL 20 SEE: PANEL 19 SEE PANEI. 19 SEE PANEL 19 T') IAAIKFNZ'Cj SAITC k.ASSOCIATES,P.C. 1994 ALL RIGHT' RESERYED 1 SOUTH ELEVATION THESE DRAWINGS ARE THE PROPERTY OF 9 NORTH ELEVATION MAGKENZIETD ASSOGfATES. (MS S)U AND ARE NOT TO BE USED OR REPRO A 5 1 2 PANELS, TYPICAL 1 8»=1 -0" SUED N ON MANNER. EXCEPT X EPT1WITH THF (n / 5 1/2" PANELS, TYPICAL 1/8'=1'-0" SHEET A N V S2 yOF 4 JOB NO. v SEQUOIA NWY.,15200 C BUP94.0191) 294048.03 9 Of t0 AS REVISED FOR PERMIT 7/15/94 _ T1777 I ,Tl I11 r IITT 1 p 1, Tr1 J 1IF THIS DOCUME�T Is LFss 1 AUGUST 30FGIHTHAN THIS NOTATION, .1995 1 I'I' IS DUE TO THFUALITY .... - Q OF No.9e ss`... THE ORIGINAL DOCUMENT. IIII -- IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI11111111�111111!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIWIiIWllWlllll� zt lll t T 6 a e l s l►ulllll�ll►'li!�!�►I�:Illllfuii I " TYPICAL, U --I / �,''" I r BRIG!( VENEER - I Arg" _ -DRYPACK AFTER WELDING 1 1 AT FALSE COLUMNS L THICKNESS + }�" S:E ELEV. * MIN. L--_--w1 CF{ORD RE.INF.- 2" MIN. XIZ445 ! DAMP PROOF CONC. TYP. 1/4 i -(2) #5 A T 4' C. --- W — ----- -- �-- 00 1 CONCRETE PANEL y�-"� IE 112" x 6" x 3" W) CA ol PERMA SEAL FLASHING UP 12" CONN,ICTION ' ' ca I Q THRO BRICK COURSE ABOVE •, _ C ; on I EQ HOLES AS REQ'D ADJACENT GRADE A ' c%4 .- EXTERIOR n 0 N --- (2) X15 AT 4" O.C. x CV / - FOR CONTINUOUS REINF. N Q M ! ' PEA GRAVEL UP 2 COURSES WITHIN L, SEE OF O.S.F. a i r 3 1 4, - • O 1 MIN. /— u_I - T L 2" x 2" x 5/16" x 6" "ter -SET ANGLE AS REQ'D FOR I 1/4�__-----�" -- Or WALL, SEE DETAIL 17/S3 U ��. __ - -- BRICK COURSING, COAT WITH - I 1/8" RADIUS TOOLED EDGE CID k ry ASPHALTIC EMULSIONS -, a� c W) Q L8 x 4 x }�" W/ (" 0 CONNECTION V - SAW CUT 1/8' x 1/3 SLAB �__._ -- - m a THICKNESS L 1 ITW BOLTS AT 2'-6" O.C. CONCRETE SLAB ELEVATION SECTION O (MAX 6" FROM END OF ANGLE) 11" —L3x3x1/4 --- CCD ir WITH SPECIAL INSPECTION OFLo INSTALLATION I -- CONCRETE SLAB - -- AT POUR STRIP PROVIDE #4 x 3'-0" 5 Q c o I` CA 1 4 ��— DOWEL. 2'-0" O.C. I _n 0 � I t - / I - qqt -- W a o 0 C4 — -- CA CV v • – R-7 RIGID INSULATION - 4 WITHIN 2'-0" OF INSIDE Z 3 FACE OF WALL \ (2) #5 x �8� �1` $ _ I o R 1/2" x 3" x 6' D::n"v° M(o"°o°o } I Y m O d� ��� aaT3c! �— COARSE GRANULAR BASE j U O C I 6_ 6" - 6' 2 x 4'-0" A706 REBAR 'U Cn Y.: O S�S2dI�E� O� NOTE: PACE CONNECTION O #6 Q L_ KEYED JOINT 2'-6" BELOW ROOF MIN. �MIN. �. L!% O L PLAN NOTE: COARSE GRANULAR BASE -- REBAR TO BE ASTM A106 WELD CONNECTIONS 3 CONTROL JOINT _ I 4 CONSTRUCTION JOINT s TYP. CHORD SPLICE O 1 BRICK. LEDGER 2 1 1,12'-1'-0" N.T.S. 3/4"=1'-O" 3/4"=1 _0 Lo N W 1'-1 0 3/4" CLR. I� \7� —CONCRETE PANEL W - CONN. C m FTG. —GL BEAM TTT ► 1/2 x 10 x 10 (0 S!M. CONDITION CONN. B ® PANEL _ SEE PLAN �J (2) REO'D EA. LEG ° � O GRIDS F_2 & E8 USE � �" X 10" 3/4" CHAMFER TYP. 1 X 14") 3/b" MAX.— SEALANT W M [0] p� i #5 EA. FACE �—I� X 4 X 7 I SEE ELEV. _� EA. SIDE W/(2) BACKER ROD I ALTERNATE TIES °' N"0 M.B. 1/2" MIN. #3 HAIR PINS —� CONCRETE PANEL \ -1 I/2" SLOTTED HOLE EA HWS L -- a BEND #5 AS - -�.� ,, -- S r \ - w (((�� REQ'D O 1-4� v - n I�XJ IINSIQL __ _- ___- __ _-_ �_ ___ _- (2) R1/2 x 8 x 1'-9" -SIDE 85/16 x 8 x DEPT { _ ° — W/ (3) 3/4"0 x 4" HWS BEAM -i" WITH (2) 3/ M.B. O a 1 EA SIDE OF JOINT u Y - #3 TIES 4" O.C. I ( ) U D _ ° YY M U • • .I t ° ° • v (6) #6 EA. END R X 6 X9 • • - • • • • • 4 1 1/2" �, • U_ a (12) TOTAL - — — --- -- _ T I --_EMBED 'd' - - �. X 6 X 1'-4" -- -- - -- — — _- - I \ -- o ,v -M LL 0 4 I W/(2) �"0 X 6" H.W.S. • •- • • O 1/4 3" -- - �•1 1/2" CLR. o - 6" -114 5" I 1 112"t o i v Ld I \ ® v 7/8 x 6 7/8 x 8 - I TYP. w W - CLR. v I, L 2 x 2 x 5/16 x 5" LONG 2'-7 1/2" I p O O \--OUTSIDE FACE OF CONCRETE I I �_— o I ® \ L / ,�--- --�f L'i PANEL_ o EMBED 'A' GUTSIDE 0 1/4-� 4' 8 4 NUMBER OF REINFORCING n z -- o -- - _ NC'fE: PRi',VIDE CONNECTION EQUALLY BRICK VENEER 6 ` BARS VARIES, EQUAL SPACING -- o �` 3 3 TIES O 1 O.C. SPECIFIED EACH FACE — SPACED, AT 4'-0" O.C, MAXIMUM iv i 6" _ ____- _ ° O # " 1'--0" ABOVE FINISH FLOOR TO S3 1'-•0" BELOW LEDGER OR (TOP PLATE) _ I -EDGE PNL F LNG PAN PANEL CONN. rloNIIIIIIGL. BM. / CONC. PANEL CONN. 1 s PANEL LEG REINFORCEMENT 7 BEAM SEAT DETAIL 8 TYPICAL PANEL LEG REINFORCING 9 / +, I 11: -0" + 1 1/2"=1'-0" S3 NOTE: SEE PANEL ELEVATIONS FOR REI;IFORCEMENT 1 1/2"=1'-0" 'S3 OUTSIDE CORNER 90 DEGREES 3"=1'-0" $3 TYPICAL Iaye SEE EMBED DETAILS NOTE: --SEE PANEL SEE EMBED DETAILS FOR REINFORCEMENT AND THICKNESS 15 I a'—o" I r -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL 4-- a„ r -r S3 (4) 3/4"0 ITW TRU-BOLT __15 WASHER TYP. ALT. 3/4.0 AB ' I AT EACH PURLIN (AT SIM. CONDITION —5�'°" PLY BD OVER RIGID INSUL. ! USE 7/8" 0 ITW TRUBOLT) •- i AND AT 4'-0" O.C. ELSEWHERE SIMPSON STRAP ACROSS GL. BM. TYP. + a + SEE NAILING AND STRAPPING PLAN + I �" �-- PURLIN - SEE PLAN FOR -4 - RAP AND LOCATION i p _ ----PURLIN - SEE FRAMING PLAN p + I + P.T. 4 x 12 LEDGER FOR SIZE AND HANGER a SEE PLAN FOR LOCATION I 1 c``'•,a o M I ` —(2) SIMPSON MTT288 EACH I —dU ROOF ON PLYWOOD - 41 W PURLIN WITH 3/4"0 f IA p�m "� TRU-BOLT WITH SPECIAL SHEATHING ' —FIBER CANT __`­SIMPSON w� •1--- INSPECTION & 3 1 j4" MIN B.U. ROOF ON PLYWOOD SIMP50N VB BRACE n_-Q / 15A LEDGER ELEVATION NAILS USE MIN (12) 16d ` AT PURLIN LINT C EACH fY SIMPSON MTT28B AT 4'-0" _+ L. BM. SLOPE SEAT AS REQ'D. SIDE OF COLUMN. SIZE o Ln O.C. WITH 3/4"0 ITW TRU-BOLT 1 1 AS REQUIRED FOR GL BM. L=Z o SHIM 70 ASSURE FULL, FIRM WITH SPECIAL INSPECTION & 3 1/4" S3 t 1/2"--=1'-0" � I i BEARING AT BcAM SEAT S3 ---GL. BM. m MIN EMBED WITH (1) ROW OF z o is (12) 16d NAILS INTO SUBPURLIN — -- IMPSON HCCTA 7-6 TYP. - -- - --- -- - -- LAM-LAM BEAM �' _ �- 15A -� (2) SIMPSON MTT?8B EACH i -- ��_ 1 `• ___..._ __.. S3 F'URL!N WITH 3/4'0 ITW PURLIN 'RIJ-BOLT WITH SPECIAL I 1/� V.B. AT PURLINS CLOSEST INSPECTION & 3 '1 4 MIN TO COLUMN BRICK 4 - -- EMBED. USE MIN 12) 16d K _ SIDE R 5/16 x 1'-6" x 8 1/2" GLU-LAM BEAM VENEER I WITH (4) 3/4"0 M.B. I _ NAILS A --'� PURLIN - SEE PLAN FOR t—— — COLUMN '- - SIZE AND LOCATION 16 FINISH FLOOR -SUBPURLIN, SEE ROOF FRAMING S3 �� PLAN CONCRETE—"' — -!� 7.18 x 8 112" x 1'-6" I /--- �\\ PANEL *- GL. BM. - SEE ROOF FOOTING -- P.T. 4 x 6 LED,3ER �, .T. 4 x 12 LEDGER FRAMING PLAN FOR SIZE ,��-�-�' WITH 3/4'0 ITW TRI I-BOLT , SEE PLAN FOR LOCATION - --COLUMN, SEE PLAN DAP TOP OF BEAM AS mus, - - AT 4'-0" O.C. 5/� �----- - NECESSARY TO ACCOMODATE - - - - -�'r - - - _ _ DATE: HINGE CONNECTOR -- �� - BRICK VENEEI? _ � 6/10/94 HINGE CONNECTION613'WB. BRACE AT COLUMN 14 SUBPURLIN TO PARAPET >s LEDGER BOLTING SLD 6Y: COLUMN CAP 12 — – S3 3/4"=1'-0" 3/4"=1'--O" $3 1 1/2"=1'-0" 1 1/2"-1'-0" CHECKED BY: DLW rl ----COL., SEE PLAN REVISI (; B� EDITION CLOS 1 ASE E3/4 x 13 x 13 • DATEI:N1 PANEL REINFORCING SEE : 1 ON-SHRINK GROUT PANEL ELEVATIONS, SHEET S2 /- — --CONCRETE WALL PANEL 0 o -- ---- 2'-0" x 2'-0" x #4 DOWELS l BRICK VENEER I 5/16 / CONCR:TE FLOOR SLAB //� AT 4'-0" O.C. IF T/SLAB SEE PLAN FOR THICKNESS TO T/FTG EXCEEDS 2'-0" (8) #6, PROVIDE 12" / I AND REINFORCING / PROVIDE DOV ELS AT PROV'DE 10" HOOKS FOR 2'-0" O.C. HOOK AT COLUMN HORI2 REINF. A7 COLUMNS -- ` DAMP PROOF CONC., YP. GRANULAR BASE ------ � -° - - ^.ONCRE fE SLAB ° - i `t 1 �St AB F.EINFORCEMENT #4 TIES AT 6" O.C. w S3 #4 /IT 2'-0" O.C. E.W. CONT. ` l o 7 I 10'--0" FROM WALL d --- PERMASEAL FLASHING UP 12" MAC. ALI, RI AIT0 d SERVE ATES,P.C. 1994, AL1- RIGHTS RESERVED � CD 1 1/2 T/SL^Q ) I C ---R-7 RIGID INSUL, TYP I ° J c_ SOLDIER COURSE THESE DRAWINGS ARE THE PROPERTI OF tV I_J WITHIN ?'-0" OF T/SLAB VERT. MAcx IN ANluro$ASSOCIATES, IT MS s' P)R'ORDWRITTEN PERMSSIONEDFOMSA RO \ WI 2'-0, OF I.S.F. SL WALL DUGED IN ANY MANNER, ON F WITH THI` J ---- COLUMN, SEE PLAN I� - - kPEA GRAVEL -, 11 - .. tL � HORZ. OTHERWISE f� I61 v SHEET -------- W. '�- - - �� --EMBED 'B', PROVIDE CONN. 1'-0" :• . o - - + + _----BASE R 3/4" x 13 x 13 0 -IY ;, - - FROM EA. END OF EA. PANEL I - --ALTERNATE TIE DIRECTION WITH (4) 3/4"0 ITW TRUE I z u Ill 11 3 0 + + BOLT EXPANSION ANCHORS 1/4 5" ------EMBED 'C' -,�---- - — r I (ILII II- ` r WEEP HOLES AS REQUIRED N - _ __ _ y / FOR T NGO SCHEDIULE AND ZE E I ` S3 —V-- I /'�- FOO L8 x 4 x 112 - SEE 5/16 a y FOUNDATION PLANS DETAIL 1/S3 OF 4 u 1 112" -2'-0" x L' '0" COLUMN '� ._-----•---CENTERLINE OF FTG. AT 'LR TYP. 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O F' O NSLOPE / /FLASHING-----� In m O [f1OPEN� m4 + [ ED DBL A" x 14 GA METAL STUDS 74 +HEET METAL. ROOF- +1 + CONC. COL., SEE-- I - TS 12 x 4 x 1/4 _ — -- - - - �N p O DET. 6/S3 FOR -- i I - --- -- - - - Q c w n Ln REINFI iv r IN IL �" X 13J�" X 17�" I —- I /6- X 14 GA MTL STUD-- I 4 1 � � \ .--__- � v UL: 0 � ,a N/�(4) �("ts X 6" HWS -_— �4 \ \ \ PREFIN!SHED METAL LINER LAJ n ON T.S. 12" .( 4" X (FUTURE) `- METAL LINER PANELS PANEL • o -- -METAL STUD JOISTS WIC - 6" x 14 CA METAL STUD Z d Q O o I ANGLES & TEK SCREWS O EA. WITH FRAMING CLIPS AT W J N I END. EACH END a) _ O -N o c _ I L 7.S. BEAM BEYOND Q P � O z \_ T.S. BEAM w- 0 CL a- 3 1/2" 11 NOTE: EMBED OCCURS AT ALL 13 1/2" PANEL ! - / LEGS AT GRIDS E & 9 FOR FUTURE _1 3 OPEN 1/3 W/ROOF 7 1/2' CANOPY OPTIONS (APPROX 6'-0") CANOPY FRAME CONN TO PANEL. r2_' CANC`PY FRAMING PLAN z 3 CANOPY' CROSS SECTION z 4 CANOP',' SECTION M � --- - Q 1 1/2 =1'-0' c�� FUTURE) - 1 1/2"=1'-0" a 1 (FUTURE) 1 1j2 v $4 1 1/2"=-1'-o' C (FUTURE) W �, C, c �. 00 010 Li r) Col m QN L � 12 �{ ROOF & TURN DOWN NOT SHOWN /,% OR 6 < > E I / '" I E a- ES -v LI _ I ---- Z,. I I I I Q F� ----- -__ CL CONCRETE PANEL I . II BRACE & R SEE DTL. 8/S4 I I I I I! )1-�-- I -- -3% x 12 (24F-V4) GL BM, C=I*� I 1 11 1 2 , 16x5x5 -SIDE R % x 5 x 5 w/ -X" 0 M.B. W -Y4*-1 0I METAL PITCH PAN WITH +" --� I' COLLAR TYP. 0 ALL COLUMNS ` I v` --- -- � �`t, J4 I x 3'4 x 4 � T.S. 3 x 3 x J4 r -- - ----- -- - -- --- --- /' '� i I L7 x 7 x 1'-0" • T^� I O O I �� I - -� 1/2" 1 1,12 R x 7 x 1'-0" w/ (4) 0 I - -4x LEDGER M.B. (1) EA. SIDE BEYOND ADDED PURLIN SEE PLAN f � G I x 4 x 7 EA SIDE w/(2) x 12 x 12 w 4 r 4" _ HWS 9" O.C. EA. WAY )(s x 5 x 4 ELEVATIOR" OF ROOT CANOPY s ELEVATION OF ROOF CANOPY z ROOF CANOPY DETAIL w'�\ ADJACENT SIDE BY WAIL. SIMILAR 3/4'-=1'-(,' c� SSI ADJACENT OPEN SIDE SIMILAR / v ADJACENT SIDE BY WALL SIMILAR / DATE: 6/10/94 DRAWN BY: / - 2x BLOCKINGSLD 12 CHECKED 8'f: / I STANDING SEAM METAL RCOF OVER DLµ 6 15 Ib. FELT (TURN DOWN 2'-0") REVISION PLY, w/ 8d AT 4" O.C. AT PANEL EDGES AL1 EDITION / AND 12" O.C. AT INTERIOR SUPPORTS. _ 6� CLOSING pT DATE: Z -2 x 8 #2 DFL RAFTER AT 2'-0" O.C. • r f •� " •�'�- 2 x 6 #2 DFL JOIST AT 2'-0" O.C. i �- i (10) 8d NAILS C5 ��\\ —H5 SIMPSON TIE AT--� EA. RAFTER d- 1 �l I ----2 x 4 ® 16" O.C. 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