The URL can be used to link to this page

15495 15575 SW SEQUOIA PARKWAY BLDGS 225 & 226 wwo � s f K L 10 � e o a �n cm v0 m Q f PTR #225 � BUILDING #2 N N V N 0 PAG-TIC., CORPORATE CENTER COURTYARD PLAN Pt12 #226 4 SCALE I/16" = I'-0" BUILDING #3 8/16/93 FiRf!�SdOnupy o IF THIS DOCUMENT IS LESS I � � � I I �T �� T �LEGIBLE THAN THIS NOTATION , �� 2 � � �3 � 31 � ��7 �� ll�� l.i� l�l�l � AUGUST 301995 IT IS UUF. TO THE QUALITY OF No.36 �j•-_,__�"' ice; THE ORIGINAL DOCUMENT . IIII IIIIIIIII IlJlll(g ll11I1111 IIII�IIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIIIIIIII I(11lllll IIIIIIiII IIIlllllf IIIilllll llli�llll T l W � ll►�I a IBI�11 i jill�illi i�i��i►ii iiu�uii iui�iuil�ln�uu ill:Llllfl111tu� i►u��►�� i�iiluii a r QLAJ J �4 KEYNOTES 0 � � - E _ (.LL) Ul 1. CONCRETE SIDEWALK, SLOPE TO PAVING TYPICAL c):f Kj 00 2. 6" EXTRUDED CURB, TAPER AT WALK O 0 3. BIKE PARKING -- SEE DETAIL 4/SD4 C) 0I 4. 1" WHITE P^:"1T STRIPES TYP. Z x (14 5. DISABLED SYMBOL - SEE DETAIL 6/SD4 m N 6. DISABLED SIGN -- SEE DETAIL 7/SD4 0 co C) 7. CONCRETE PAD FOR ELECTRICAL TRANSFORMER VERIFY Z o ILL ;� I 1 SIZE W/ UTILITY LL ` I 8. DISABLED VAN ACCESS - SEE DETAIL 5/SD4 LAJ 0 • CD LA- Q I 9. PHASE Or WORK: BOUNDARY I:J a m 0r) 10. HANDRAILS Z C I • 11. EXISTING G.T.E. MANHOLE CD o o o I z --- N LO r, Lr) �.I • 0 0) 0 � C LLJ O 0 C4 IV u � Ln o -+---"' _7 ' r...^"' •-'- /'' ._ -!��_._'�-�`—"' —"' " ..___ ---- _ .._......____ ' .:,--.... .._ '"`-u,�. 1 ,` „"qua - ._..lw� . SITE CRITERIA �o � `°• '� I P a L. Bi no. _ SITE AREA 198,197 S.F. U M p , BLDG. AREA Q o 2 11 1 J � 1BL.DG. #225 27,500 S.F. U U C3) BLDG. #226 35,000 _ S � L TOTAL= 62,500 S.F. 45 PROPOSED USE: (SPECULATIVE) B-2 rn N -�``` - "�, CONSTRUCTION TYPE IV SPRINKLEREDcro l /y —, • __ PARKING ADMIN OFFICE -�-�--� 1 ► �. 2 REQUIRED �1,wUF. I:350) (179,1 (� COMPACT "131 ALLOWED 103 C DISABLED (7 REQ.) 7 (H) •U lul �-- \\ 10 ° 4 2�0 1` STANDARD (135 REQ.) _ 162 (S i TOTAL 4.3 1000 272 U BLDG X225 \ yp' \�' - - __ __ ` ` BIKE PARKING 1.• 15 (18 REQ.) 20 C m � 4 I LANDSCAPING __ Q \ 1 \ , L I \ \ p • � 5 REQUIRED 25.% PROPOSED 26% 52,177 S.F. \ \ 5 TY \ 10 ® 4 J --7 / 10 s' v t \ 8 .- � ..c�° •tet-'-- �� L \ / i _ U ,-- ` 7 BLDG X226 � 5 \ 3 zr 33 o :\ FH 41, +- 10 r \ v 8 8'--6" MIN SSP � {?4 �-' 9�-0" MAT(_ \ 5 / "ir 8 DEN .- 4 FH to DATE' TYF. p. ... L.....'....... . �" 3 R5D1 5/14/92 3 i� SDI DRAWN BY: '" i' .. 1✓ f� ki1 �- L17d E:i� 7�9�93 CAW/SAS 15 2 � GENERAL REVISION SEF LOG . . . DRW/'<JK C I Ad,rs3c: NO CHANGE. THIS SHEET REVISION 11 Ar:-.b'- ` _ 7/15/93 t� EDITION CLOSIN, .. 1 DATE: \\ ' 1 6/2/92 2 AREA OF WORK 6-22-92 3 I - 4 X .7-15-93 1 X 5 -6-93 8 r - - - - 1 cea MA;KENDE ENUNEERING INC. ALL RIONTS RESERVED ' TIIESE DRAVANO ARE THE PROPERTY Y YNCNEN21E ENGINE.ERINO INC (M E.I SITE PLAN AW tl ARE NOT TON U.ED E REP R+` /� D,E P IN ANY MANNER E%CEPT WIT)1 e M -i`�/' ' X P+E PRIOR MR111EN PEf�MIS510N f+E M 1 SHEET Im too-t �sr � ISI LD1 OF 5VICINITY MAP ___---- _— IrT3 NO SEQUOIA PKWY. 15495 SEQUOIA PKWY., 15575 r 291521 OFPJ•0241 ' As SUBMITTED FOR PERMIT 8-6-doI 2 OF 13 BLIP 83.0:42 1_ Irl, 4 TTTT1 - =— T--r I-- T 0 -- T 111 r 1 i 111 T fTp AUGUST 30 uW� ...,. ... � T'� Tm I I �T7' iWPI"T 1 1 m Tmn �Tj�TjIF THIS DOCUMENT IS GESS I ' I ' I I I I I I 1 1 -- r 1 111 _-., LEGIDLE THAN THIS NOTATION, �_�h!1� f �j ' 1 IT IS DUE TO THE QUALI'T'Y OF' No 36 ^- THE ORIGINAL DOCUMENT. [[lr�l �8y9yLyy yy I S �y Icy �y I B(i I�9i L 19iTi i8IIlll�llllll111f14�llll{Illfllll��llll��{ll{II{II11�11�f111lIIN�IIII{III{�illllflll111III{IIIfI{fllllll�illlllllifll�{f�l lil�lllllll{Illlllflllllll�lllllllll�llll �111�11 ��11�Iu��lll��u��►I�Iu�dN��l z 00 o O6 6 KEYNOTES 6 <> 8 9 12 1. LINE OF PANEL ABOVE < < 0> < > 2. EDGE CF SLAB TYPICAL. 275�-O" 3. 5' CONCRETE SLAB TYPICAL 1/2 -4 1/2' 1001-10" 75'-0" 1001-0" 4 1/2'-' 712" 4. T.S. 6" x 6" x 3116" )05,-0" -2 5. CONSTRUCTION JOINT AT FILLER STRIP AND AT LETTERED in V-0" 5-0, 4)4�5-0" 20'- c W-01, (7)05'- L uj 1/2 (4)0 20'- 1 W-8 112, 0 W-0 in 351-o" 05'-D' 35'-0" GPIDS TYPICAL - SEE DETAIL 171A6 V-2 1/2- 2' ..cr --5, '-fl' -2--o- T-r 21-8" 2'-0" .2'-8' V-8" -0 2 4 112" 5 o" 6. CONTROL JOINT TYPICAL - SEE DETAIL 171A6 7. 2'-0' x 2'-0" BLOCKOUT AT RECESSED BASE V) 0 c6 ai Ili In aj up m m 1 (6 16 C6 m 031 rp CR Q� (11� '101 C B. FILLER STRIP TYPICAL ci C) 9 9 9 0 0, 0 'D 0 ci Ln z LL LA_ 1. L� 9. LINE OF BRICK ABOVE ig is 10. B.U. ROOF LJ Z11 c uj F.O.S. 0 COLUMN 11. 19/32- PLYWOOD ROOF SHEATHING INT. W1 o 4 fr F4 � �r�, F.O.S. EXT. GLUE - SEE NAILING PLAN < V) Q 12. 2 x 6 SUBPURL.INS AT 2'-0" O.C. W1 SIMPSON F26N _L _rv- ------- A HANGER EACH END TYPICAL "I i 0 1- 41� 0', 13. 2,14" x 18" GLULAM PURLINS C=.689* W1 0 uj o SIMPSON HW2.618 HANGER EACH END TYPICAL, START PURLIN Lj 0 uj :Z T r-- LAYOUT AT EAST WALL IX m u u') aj IF 0,c. > 14. CONCRETE SHEAR WALL - SEE DETAIL 2/A7 V) 01 I'D 15. GLULAM COLLECTOR JOIST Al P11ASfERS WITHOUT GLULAM * 9 < W, L6 i A (D SEAT TYPICAL. AT EAST AND WEST WALLS SEE STRAPPING PLAN x C)P!5� 0 0 L 16. CONCRETE SPANDREL - SEE DETAIL 101A7 C�6 0 01 x"I ccs Fo( 17. ROOF FILLER STP�iP AT WEST WALL a- 04 oc Ln i 18. P. f. 4 x 14 LEDGER AT ALL NORTH AND SOUTH WALLS - SEE DETAIL I0IA6 FOR BLOCKING 19 P.T. 4 x 6 LEDGER AT ALL EAST AND WEST WALLS - SEE DETAIL 13/A6 FOR BOLTING 20. 6"o DOWNSPOUT AND 6"0 OVERFLOW - SEE DETAIL 15/A6 NII 0 C�d L11j _ -- -- - - -- ---- - F D r_F) II I Lul o Ln F'O 0 CLcN in 0 In 0 C3 cy) 6n 20 0 F H.- m 20 BELOW WINDOW- _j C, F.0 8 0 COLUMN 3 3 Floor Plan #225 A6 A5 A6 C 0 Lo -0 C Z#z FOOTING SCHEDULE C 4,- 0 MARK LENGTH WIDTH DEATH LONGITUDINAL TRANSVERSE REMARKS 0 < > < < < 6 7 8 9 <10 1 12 REINFORCING REINFORCING 275'-0" A 5'-6" 5'-6" (6) #5 E.W. (6) #5 E.W. • m 0 1001-0" 501-0, 75'-0" 501-0" 1001-0" W-10" CE3) 67 '-3- V-2" (7) #5 E.W. (?) 5 E.W. 0 -1 11 37'-6' 11-11" e 3" 6 2'-1 112 2..-, 1 11-11" . a 35'-9" 2'-1 1 2' 33-9" 2 112: )01-2 1 , 351-9" 35,-g,* JO'-2 1/2�72-8 112"' 20'-9" 20'-9" - 12- *NOTE: ALL FOOTINGS TO BEAR ON ENG. FILL, SIZE AND DEPTH OF OVEREXCAVATION TO BE c; ci0 0 6 (j DETERMINED IN FIELD BY OWNERS SOILS CONSULTANT O 0. 0. d b d d 6 0 0 c; o c; C5 6 L. (� L_ LI: L. I,: "' 3 4 r2 1 4 3 A7 A7 A7 A6 A6 A7 A7 A V 0.17 r r r _,C�/ r.oc ___ 5 8 L > D16 14 6 OB AIS 10 8 A6 T A i--)w-, 15 15 A 7 r---, - T/I 19'-; T/9 19'-2- TA Ig'-5* AL 19'-5" F.O.C. kv 10cA o A6 PK 19'-2"x 11 x 2 to T/8 I 9 .0 16 x f, A7 F.O.C, E T/19 19'-2- T/L 119 2* - ___ 11 A6 DATE: k L T�_ J 5--14-92 U`) to F.O.C. B DRAWN BY: 9 0 x 18 x x CAW A6 F.O.C. A x x E-) * * I I CHECKED BY: to (0 4 *J II * _j Q) C) OA A OA Q) to d _j _j DRW _j .4 RE\ISIONS: 0 -- -- O 11 I4t T/O 17'- 1. 6-9-93 4III B in I ri 1-joAs 14 2. 6-22-93 20 17 3. 7-9--93 i (DA 20 0 L .1 4. 7 -15-93 0- 4 CA) O"1 A -4-93 o OA (714 5. 8 xno Jr-LT/t 17'-B �i � - to z 0 (2- 0 -jFig o L__J L___J L J L _j r c- T/� _j 0 A6 A15 c) OA 017 - x of14 T L 17'-8' T/8 16'-70* T/13 17,-3" 1 -10* T/1317'-3* \_TA 17-8" Jr, --1 7 A6 x -jo 8 11 4'--0" C �1� a D _j 0 12 x ul _j A6 _j �) D MACKENZIE/SAITO ASSOCIATE.S.PC L--- L---J NAILING / STRAPPING P1991, ALL RIGHTS RESERKD LAN G loci I I 10 110 4,,j 110A G" F? THESE DRAWINGS ARE THE PROPERTY OF _j Is MACKENZIE(SAITO AN ASSOCIATFS,PC (M/c 1111. W) A. PLYWOOD NAILING TYPICAL Al AND JAR. NOT TO BE USED OR REPT`0 0 DUCED N ANY MANNER, EWCEPT WITH THF rpp x PRIOR WRITTEN PERMISSION Of M/SA 10 C) 1.) 10d 0 6" O.C. 0 EDGES OF SHEET to I :�k 'IrecAS s- f g I 16 L_ --- Q) 80, 20 15 2.) 10d 0 12- O.C. OJINTERIOR OF SHEETS SHEET F.O.C. CA A6 B. DOUBLE ROW 10d 0 4" D.C. 0 GLULAM BEAMS 00 13 tm IN 8'--0- OF O.S. WALL, TYPICAL AT GLULAM BEAMS F.0 "Ic. (1) SIMPSON ST6236 0 LEDGER 0 PANEL JOINTS iP NORTH AND A6 SOUTH WALL �91'AIS) OB 20 D. SIMPSON MTS- C 0 6'-.0- O.C. TO SUBPURLINS TYP. 0 EAST A 1 (p A6 AND WEST WALLS '13/A6), (1) ROW OF NAILS AT SUBPURLIN E. SIMPSON MTT2dB 11) PURLINS TYP. 0 ALL NORTH AND SOUTH WAILS (10R/A6) Lr) F_ HINGE CONN. (.!./A6) (Allh Foundation Roof Plan #225 OF I W G. S6�s,0NS-,,As6 PURLIN 10 PURLIN, GRIDS 2, 4, 61 7, 9. 11 (5/A6) 00 1/16"--1'-O" H. PURLIN TO CONIC. SHEAR WALL - SIMPSON LSTA21 EACH PURLIN JOB No EACH SIDE OF WALL (8/A6) SEQUOIA PKWY.,15495 SEQUOIA PKWY.,16575 J. GLULAM COLLECTOR JOIST SEL 3/A7, 4/A7 5/A7 291521 BUIP 93-0241 BLIP 93-0242 3 OF 13 AS SUBMITTED FOR PERMIT 8-6-93 L ...... Now; iTr 11 1 1 Jill I TF�T 11 1 11176 'IT' T 11T 11111 IF DOCUMENT IS LESS Filpf PTIPFTrp 11� 4 1995 1 7 LEGIBLE THAN .1 - AUGUST' 30 THIS NOTATION, IT IS DUE TO THE QUALITN OF No-16 THE ORIGINAL DOCUMENT. L I 1 111111119 ILII 1 fri-,,'11-11 t3l, I I 1 11 11 11 111111111 <8> < 41 21 on 3 -'eA 5 CAg) r E r < L'T A7 %r -11 �4 i h pp- i KEYNOTES 1 L 5 1 1. ALUMINUM STOREFRONT SYSTEM ? 2. BRICK VENEER OVER CONCRETF PANFI I -- 3. BRICK VENEER OVER METAL STUDS L_- A5 4. SPANDREL PANEL - SEE DETAIL 10--A7 5. VERIFY AND LOCATE ALL BRICK EXPANSION JOINTS WI1H OWNERS REPRESENTATIVE ` T FLASHING 6. 1 1/2" AIR SPACE A T BRICK AT COLuN.vS OI _ - -- - -- - -- • N 1 1 b ---- - ------ --- --- - - - - --- - - -- ,� IL cr inI . ^I N V) Z 1111N. FLR. _ w z �7 o Z N �- NU a °o EAST ELEVATION BUILDING 22.5 1/1s'-1' -0" W � 20in Amon # � () v3 d pl J C B A A G H J (,,) = vi<N Q a ��] T=R � �o� A 5 Q a x 2 2 5 i I T LASHING I T FLASHING O1 FIN. FLR. °1 FIN_FLR.C (D 0- 00 0 L3 � SOUTH ELEVATION NORTH ELEVATION `n �I o -• -- 1/1s"=1'--0" BUILDING ?_25 ON � BUILDING #225 #� t 15 8 1 2 �0 0) 3 0 -0 • ID� I •— 0 # � T/FLASHING Um CL LFIA I I q -1hj± 1 0 ` --I L-- - i - - O1 FIN. FLR. 7 3 .;r ,r WEST ELEVATION BUILDING „ 225 '/16"-' -° L O 1 5 ; 2 � Q •— > A5 A 18 6A A 17 FAqj 15 A 14 A 12 A 11 •� W 1/A7 A] 1/A7 1/A7 1/A7 1/A7 1/A7 T 1 TYP. J m -j Do b� [-WTYP. 6C �,I TYP. I F-7-- - --- - -L{-- - - - - --(Lj- --- - {�- L} - - - -------LI � - - - _ �_a -a EAST PANEL ELEVATION �,� K [1),7 " BUILDING #225 TUP.;kG' C BA A G v A 10 A 9 ( B 6 B 3 A -20 ATI 9 B 16 B 13 DATE: 1/A7 1/A7 10�A7 10/A7 1/A7 1/A7 10/A7 1QlA7 5-14-92 IT CAW DRAWN BY:TLT .�'. _ _- __ _ -- _�------- _n ---- -f- ---.- -ri-'- -- 4 CHECKED 8Y: °� rl -I __ rI 4 J L- 00 ---- bo - -- --- -- - -- oo - ----- - - r---- D R W o I RFMSIONS: N N 1. 6-9--92 2 6- - FIN. FL - FIN, FLR.. - -- - --22--42 0 3. 7-9-93 4. 7--14-93 5. 8--4-93 1 SOUTH PANEL ELEVATION NORTH PANEL ELEVATION �, 1/16"=1'-0" BUILDING #225 BUILDING #225 12 8 5 1 I A g FAT-71 A 5 A 4 FA � A 1 AIACKFNIIE/;ALTO k ASSUCIATES.P C. 1/A7 1/A7 1 ;/Ai 1/A7 1/A7 1/A7 IRI, All Rt HTS RESERVED 1HESE DRA"Ws ARE THE PROPERTY OF MACKENZIE/SA1TO d ASSOCNTES,PC N/S A)AND ARE NOT TO BE USED OR RE dU- I PRIOR WRITTEN PERMISSION UE Y SA n r 1 n r ISHEET --J L- t I-- 01 00 I 2-FIN. FLR. --- - -- - U - - - -- - - --- _----- A a 1: A 17._73 c-a - r _ r_ L o 01- 7 o ,IQR N0. WEST PANEL ELEVATION (, _____ 291521 Q SEQUOIA 0241BUP 03-0242 SEQUOIA PKWY.,15575 AUS A3-0241 -, 154A5 BUILDING #225 '/'6.._1 -0" AS SUBMITTED FCR PERMIT 8-6-93 4 OF 13 -. j r� �� wwasrr ro,•.n� .nom.-.. ......._._..,,. ,",.w..,.., ....o,.,;r, IF THIS DOCUMENT IS LESS TTT�ITTrI T I rTI�T Tiu � 8 11110� 1I1�1L 1 1_LJ AUGl1ST 30 19951 -_ _ `�J _ - - I LEGIBLE THAN PHIS NOTATION, --- -- No.9E �-^r�� •�'. I'1' IS DUN: TO TIE QUALITY OF' _ 0 � v THE ORIGINAL DOCUMENT. �" 8Z LZ >L L b Z IL ��L �[ �B[ LI ��9T 4T I� 6lT 8T I ZT TT T I��s L 9 �4; S L T��u� IiliflHi-11-lll�L'lllilll Ii11I1111 Ii11Il1,1 IIIIIIiIi IIIIIl1 IlIll11 II}I�1111 IIIIIIIII IIIIIIIi111111�111111111III1111111I1111 llilllillllm, '1111 ill 11 11h Illi 111!IIlI11Vt� ! }�!u!uu a t1 !lll!! +}!►I INl�l11t !►!!�!!!!!!!!Iu!! I rte:; • --_— � o KEYNOTES _ vie 0 0 1. LINE OF PANEL AJOVE L y 1 2 3 4 5 6 7 8 9 10 1 1 1 1 14 15 2. EDGE OF SLAB 'YPICAL 3. 5' CONCRETE $IAB TYPICAL 350 -0" 4. T.S. 6' x 6' x 7/16' 0 (-) us IDD -0" ♦ 1/Y Vr 5. CONSTRUCTIOf• JOINT AT FILLER STRIP AND AT LETTERED ]'-tl ] a, • ]a,_tl T ,_e• < ]a' r e•-] t/7 r-n I Y ♦Xaa•- ]o'-tl ♦ a'- < ]o'-r o'-e 1/Y t•-n I Y ♦»a•- • m'-tl s N,- 1 • ao'-r o' '-a 1 (THY < ]e•-o' T '-tl < ]a' o' GRIDS TYPICAL - SEE DETAIL I7/A8 p' a'-r 'd T-Y a'-tl ]-r ♦-�/r ]-r a,-r 9,_r r_r 6 CONTROL JOINT TYPICAL - SEE DETAIL 17/A6 N� p e•-: Vr r-r a•-tl o`r i•i/vr ]•-r s•-tl ♦ t/]' 7. 2'-0" x 2'-0' SLOCKOUT A7 RECESSED BASE R B. FILLER STRIP TYPICAL ,^ Z a vo � d m vi I m vs I m m 4 W m •j °I a c 9. UNE OF BRICK ABOVE 10. B.U. ROOF ~ 11. 19/32' PLYWOOD ROOF SHEATHING INT. W/ )-' _ p^ oe.F DO eco-um 12 2Xw 6 SUBPURLINSNA712G OL D.C. W/ SIMPSON F26N W Q � 1A o+ A HANGER EACH END TYPICAL N U a FO c _ _ __ ___ _ FOC o 13. 23¢^ x 18" GLULAM PURLINS C=.eB9' W/ SIMPSON Z O . Q� o A f-- - T HW2.61B HANGER EACH END TYPICAL, START PURLIN LAYOUT WN I I I N AT EAST WALL m a FOC. 14, CONCRETE SHEAR WALL - SEE DETAIL 2/A7 4> 15. GLULAM COLLECTOR JOIST AT PILASTERS WITHOUT GLUCAN la wvi I T SEAT TYPICAL A7 EAST AND WEST WALLS SEE STRAPPING PLAN I I I I I I I H c a C 17. ROOFFILLER STRIP AT WEST°WALLL 10/A7 L d %8m - Eoc. SCJ -- -- -- 14 AT ALL F I ry I I b 19 DETAIL x10/AG FOR RBLOCKINCNORTH AND SOUTH WALLS - SEE I 19. P.T. 4 x 6 LEDGER AT ALL EAST AN p NEST WALLS - SEE I I L-- -_- ---_- _ _ -_ -_ --- - , _ F.o.c. p DETAIL 13/A6 FOR BOLTING ' 14 I 20. 6'0 DOWNSPOUT AND 60 OVERFLOW - SEE DETAIL 15/A6 L- j CO � N '"u 4 T it I I i UN 0 E a1 I II II 1 1e t 0 m II it II I n 0 L N III I I _ 1 _ G L• , 0 � II ON I ii ii I b o Um U O 20 M I Ilt 14 I J •V � a ~ F.O.C. ------ --- 1 �`-•� Oj L-- - - ------ a I D a U Im I 1 � FO,fi. L L_-- -_ __ - -_ __-1 b I 20 F0.8, 1v --J M N - F.O F.O.9. r .e. •COLUNN WA Floor Plan #226 A 2 3 0 (.D 0 R N -a C N C 0 :3 Q1 O FOOTING SCHEDULE E `0 MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS �\ O 1 2 3 4 5 6 7 8 9 10 11 1 13 14 15 REINFORCING REINFORCING >` m O 350 -0" O5--6- 5--6' 1'-2" (6) 05 E.W. (6) /5 E.W. D„ too _ 73•_0" 73._D• 100 -0" ao•-tl n'-c n•-c ar-f ]T'-r �'-o' aa._tl O 6•_}' 8'-J" Y-Z' (7) j5 E.W. (7) N$ E.W. � ao•-v x•-1 I r-n P_f1• x•-I r/r r-n e,_] t I'-II' �._r r-I t/Y I'-t1' I•-11' ''_"• ]a'-r o•4 t tT'-err ]o P' ' 30 v I'-N: t]'-e 1 Y 1]'-e I r ]0 r ?Q r IY-e t Y o•-] I !!'-r Je'-a" - .NOTE: ALL FOOTiNGS TO BEAR ON ENG. FILL, SIZE AND DEPTH OF OVEREXCAVATION 70 BE u U U d d U U u U U d U u d U u U d d DETERMINED IN FIELD BY OWNERS SOILS CONSULTANT U J u d U +� I d d d d d d d tl W tl d d O d G O d _ 0' d d d d ILL 14 ,i - 4 IV li 4 IV 14 IV l IV ILL I 4 L I 3 4 2 1 4 3 1 5 8 i t 15 F.o.c. /,,� K I' 3 A7 A7 A Ae A7 A7 v A7 _,O A Fo.c. A r - B 18 1f J D 8 J - ' MY LI 10 O O F.o.O B J J J Q .li ale I A6 ,iPil Tm Ir ` 15 A7 16--- _ 14 J J . - DATE: I 16 J A7 I 1 ti I iv lr 1 A 14 u r= _ 2 5-14-92 AWN BY; O O Eo.c. �' E G I 1 14 C CAW , 14 I H p.. I I I I CHECKED BY: „ M u OA « 20 F G G H E DRW I O O O 4 I !.\ Ou m o ti b < — — ,� YO 17 V G II H REVISIONS: c A. E - L — — 1c I L •iR • M j u p o 1. 6-9'-92 IS b V I I I I d I B nld n ]RI o b v 3 J u I & " _ _ _ 2O 9 8 11 I l t 6 OA —e O - i O ro U ,o — - _O 2. 6-22-9_ 10B 1 1 Ae F .{ i i B J J J J J J M 4. 7-3. 94 993 AB I I 2 ��A A O 17 F b 1 I I 14 A7 ii O O II — _ — — - — G 1 NAILING / STRAPPING PLAN J J 5. 8-4-93 1 - - "-�-�-b Ii� JO A6 I OO ]OA. PLYWOOD NAILING TYPICAL Fo.c � b 0II H 1.) 10d O 6' O.C. O,EDGES OF SHEET OA 1 2.) 10d O 12" O.C. O INTERIOR OF SHEETS eoc. B. DOUBLE ROW 10d O 4" OC. O GLULAM BEAMS W/ IN 8'-0' OF O.SWALL TYPICAL AT GLU,A M-BEAMS 2 C. (1) SIMPSON ST6236 O LEDGER O PANEL JOINTS O NOR TH 12 v N,tc xx/sNro usvoa+ln>= c n 14 1 1 ') AND SOUTH WALLS (9/AB) net at Nwn mxaWo f n 3 M oN.� MFr�• 5 , f.O.F - cit A6 c>I 19 y >t `f 'R O 3 1 D. SIMPSON MTT28B O 6'-0" O.C. TO SUBPURLINS TYP. O w«uvt ro•.asawt�0i° yds - O -_ V - '` B 1 MN M[W1 r et R,Voily --- O O fe v ,ILv1 jl II N, EAST AND WEST WALLS (1J/AR), (1) ROW NAILS TO SUSPURI.IN �cLau m Nn a«„1 u u " I E. SIM-SON MTT28B 70 PURLINS O e-0" O.C. TYP. ALL NORTH vara. ET PI s,. N J I K SHEET 10rie iaN711 Ir-11, O _ . AND SOUTH WALLS (10B/ A8) F. HINGE CONN. T . (4/A FVWLlTA A6 9, 10, 12, 14 (S/AS)CSI P50� rPURLIN, GRIDS 2, 4, 6, 7, .n d 11 � H. PURLIN 70 CONC. SHEAR WALL - SIMPSON LSTA21 EACH PURLIN 7 Ae /8 �- F U _. _ _ _ ] m J. GLULAM COLLECTOR JOIST E J/A7, 4/A7, 5/A7 as 18 oil 2p B ? J L f.o.c. _ EACH SIDE OF WALL (B/A6) A `p 0 0 I d • '� I N I"'� V G r n_-e-e' r te'-m' __ Fmc. o M I Q 6" 0, 5 Iy w.A� 1 tell Iee�F+M •t nds 5, 8 f ;I Of 2p JOB Foundation / Root Plan #226 O O O /- N0. AS 2 1521 o w O < SEOMA WWY..1!100 Buvn Wr. leets AS SUBMITTED FOR PERMIT 8-6-93 5 O 1] ppG IF THIS DOCUMENT IS LESS I I I 4 30 ��TT'i}IT}`TT�T�'T}�17yiry �T�1T'�I T7}a��T'�1I T}� 1yP fT'T�IT�• �I}}�I._. � - LEGIBLE THAN THIS NOTATION. I +I �J ++ .-. ,f AUGUST IT IS DUE TO THE QUALITY OI ^ THE ORIGINAL DOCUMENT. , , IIIIIIII�IIIIIIII�IWIIII�IIIIIIII�IIIIIIII�IIIIIII��IIIIII�IIII IIIIIIiIIIII�IIIIIIIiI IIIIIIIill�lll�llllll�illlllll�IIII1 IIVW1 Illtluuimluuun�mTm�uuunl�ullwiulllu olluuuulu�uplllllWIIIII�IIIIiIIICNiI13 g 11 15 KEYNOTES 1 1. ALUMINUM STOREFRONT SYSTEM _ 2. BRICK VENEER OVER CONCRETE PANELS 3. BRICK VENEER OVER METAL 57UDS - - - n 5 4. SPANDREL PANEL - SEE DETAIL 1G/A7 5. VERIFY AND LOCA rE ALL BRICK EXPANSION JOINTS WITH O � r T/FLASHING -- _ _ -- - -- - --- - - - --- -- I --- ------ _—__ _ 6. O112" A R REPRESENTATIVE AT IBRICK AT COL UMN ,_. , �I o ck V) FITEM °i F!N_ ui -FLR. -- -_— - - - - - - ,_. Z �N 0 NU a !� 6 RA! WEST ELEVATION d '/16~= -U.. Y � � mZ°' BUILDING #226 J K L M UQ <� / D C B A A Q > C:) I � � Q800 r- 4m aw- (D� .= q5 a AS T FLASHING _ -- -- - T FLASHING -- -" - - - I C ; .o ---- I A=1 H3EE % moo - � c1q .1^ N I °1 FIN. FLR. U N Ru O °' FIN. FLR. ti 44� cn SOUTH ELEVATION NORTH ELEVATION ON � o BUILDING 226 '/16~!' ° BUILDING #226 # o 15 11 8 5 1 Ua � ._ 2 'um � FLASHING ----- ---- -- 0 —4 - 1 1— — i o _ ^ N I O1 FIN. � 3 i 8 RAZ "` EAST ELEVATION ca I BUILDING #226 '/16~=' -° I N (n O 1 5M1 8 1 1 .S > i 1 5 4) 1 A 18 A 17 A 15 A 14 A 24 a RAI A 23 A 21 6A A 20 •- W 1/A7 1/A7 71"A 7 1/A7 1/A7 1/A! 1 A7 A4 ,'A7 A7 I ■ . . A5 n I n r - 1 - 1� -_ J L _-- �'-- 00 1 68 6C I, o, o A7 TYF'. A7 FIN. FLR. - - --- --_ L:_ J --- - C _7 o �. - ,_-I c-� Ap L ELEVATI N ��-� - 1f"1i !' WEST PA _ BUILDING #2261/1s~-1'-0~ ��zn4r;�. o:lart`. M D C B A A J K L ��- DATE: A 13 A 12 B 9 B 6 B 3 A 26 A 25 B 22 B 19 F 161 1 5--14-92 1 A7 10/A1 r 7 10/A7 10/A7 -1/-A7 1/A' 10/A7 10/A7 1U/A7 t A7 / DRAWN BY: I CAW T ----- - -- -—- --- �_IT- 4 4 �� L_ r CHECKED BY: 1 - -i L_ - ___ REVISIONS: 1. 6-23-93 0 Of I N ^ FIN.FFLR_- _ - C ?_. 6-22-9 tV FIN. FLR. t — - -- -- --L - - - _ c._ � r _-I c- ' 1-._i __ -- C-� _ r-=_ _� c-� c __ r_�� C_� 0 4. 7-115-g93 i' 5. 8-4-93 _SOUTH PANEL ELEVATION _ NORTH PANEL ELEVATION 1/ls~.-1 --0" BUILDING #226 BUILDING #22.6 15 11 8 5 1 MAC%p421f./SAITO k ASSOCUTES,P.0 l 19-1, ALL RIGHTS ESERVEV A 8 A 7 A 5 A 4 A 2 A ' n+Esc oRANANGS ERRE PR IPFRTY OF A 11 A 1° 1 A/ 1/A7 MACKENLIE SAITO k ASSOCIATES.PC M 5 1 i.7 1/A7 1/A7 1/A7 1/A7 I ) -1/LA-71 � PRI,RDWRI E NO PERMS SIONEOFOM/y D�O DUCED IN ANY MANNER, EXCEPT WITH INE HEET bo I r-1 _ 11 -- n r- i n S 1 n I I I - - _ - _J -- L. - - �, - J I-- -- _ -. _ _J L . 4- - --r I_.. _ _ ._. - _ ao Do - _ -- ----- -- A4 N _FLR. - --- - - - -- 0� � I OF In -��-- ` JOB NO. cc CD 6 RA2 EAST PANEL ELEVATI N14 � 8&--4-" 291521 Q SEQUOIA PKWY.,15495 SEQUOIA PKWY.,15575 BUILDING #226 1/fs~ ' "0~ AS SUBMITTED FOR PERMIT 86-93-- SUP 93-0241 SUP 93-0242 - --- 6 OF 13 IF THIS DOCUMENT IS LESS p1i TIII 1 �� 1�TT rpi11 - r., rR77111rr1�y 1996 •`.. 1 f LEGIBLE THAN THIS NOTATION, 1 4 ___ � 1 --_ 1—) AUGUST 3Cj __ _ ` TV.- I -1--�IT IS DUE TO THE QUALITY OF - �' "~ ,rHE ORIGINAL DOCUMENT. [� g Z Z LZ 9�Z Z Z E� ��Z IST, �Z RTT ��9T 8 LL 19 �4 � ��£ �Z,�T�Iu■ IIII III�IIII IIIIIIIII IIII�II!I I�III►IIII1�1il1 Illl�llll IIII�I111111!I�Iilllllll�llllllI"�lllllllll�Ilillllll�lllllllll�llillllllllllllllll��llll�llllllllll�llllll�ll 'lll�ull I ►ul�llu 11111111111iIlIlullliu1 1�11►►1i�ull 1111 llullf ul1►►IlIlu�1►Il.lfil IIIII►IIIIIINII 1 r KEYNOTES CORNER BEAD 1, SOLDIER COURSE 2. ROWLOCK COURSE, DO NOT REESS O WINDOW JAMB (FULL HT LOCATIONS) - 3. STANDARD COURSE UTURE FURRING / � I -6" MFTAi STUDS � __ �_-V _ w -� �----•----1J 4. FLASHING ` '' r � ��----,--•-----_ -� __--- ---------------- SEAWINC)ANTOW SYS fEM 5. P.T. BLOCKING - 1 E 16 PIPE COLUMN _ -- 6. P.T. 2 x 6 WITH 16d AT 12" O.C,, CAST-IN 4 7 5 .S 8 SEE 16/A6, 2"0 AT / - J CASING BEAD 7. P.T. 2 x 12 A5 A5 A5 A5 A5 ALJ. 13/A7 ��N�- -SHIM O O 1 �.__-�� CORNER BEAD U W I 8. L6" x 3 1/2" x 1/4" x CONT. WITH "HTLTI" HDI 3/4" SIM. 6 9 _ -�� "" o AT 3'-6" O.C. AT CONCRETE PANEL --- - - - - 9. EMBED �F' AT 4'--0" . A5 AS � R-19 BATT INSULATION ___ � � 0- 10. 6" 20 GA. STUDS AT 2'-0" O.C. WITH (3) ,>�10 TEK - - J M �- - ----_r___- '�� {, X • 4 ✓� FUTURE GYPSUM BOARD 1 1/2"0 PIPE COLUMN SCREWS AT STUD AT- VERTICAL ANGLE -- - - - o� - j -,J �.��(' ALE ,6/A6) 2"0 AT 11. L4" x 3 112" x 1 4" AT 4' 0" O.C. VERTICAL I r / / 12. METAL BACK FLASHING TYPICAL _ PERMA BARRIER OVER J FUTURE GYPSUM BOARD ~`J.LJ I j r T1/2" EXTERIOR GYPSUM BOARD W O 13. #15 BLDG PAPER ON 1/2" EXT. GYPSUM SHEATHING - - -1" AIR GAP --- 6" METAL STUDS Z n 14. 6 20 GA. •�tUUS A7 4 -0 O.C. WITH 10 TEK 1 _ _ O i� x 10 GA6 --BRICK ,�-� -R-19 BATT INSULATION Z SCREEWS AT EACH END (CONN. TO VERTICAL BOLTED STUD) AS 2 KC a A5 C0I4CRETE PANEL LEC N ( ') Q z 15. 14 GA. TRACK A5 ►� `; S• 13 SEALANT - �� O 16. 6" 2.0 GA. STUDS AT 2'-0" O.C. AT RECESSED ENTRY u� moo. —PERMA T RIOR OVER WITH 5/8" EXT. GYP. SOFFIT, (2) #10 LEK SCREEWS �p 1•i2" EXTERIOR GYPSUM BOAR Z �.,) • �w o L,, W n. x.1 (!1 w Q o to EACH ENC • 1" AIR GAP (MIN,) \J (� 0) 17, U.S. ALUM. 2 x 4 OFFSET WINDOW SYSTEM '"- PERMA BARRIER, EXTEND 7c.. p I ° MIN. 6" OVER CONC. --BRICK �i �+! 3 Q N 18. 6" 2C GA. STUDS AT 2'-0" O.C. WITH 1 1/2"0 PIPE \ COUOM!Y AT 4'->7 O.C. WITH 16 -�A. IQI'JR - SEE -- -- - -_" cv - - WATERPROOF COATING OVERCyj i 13 DETAIL. 16/A6kf2"0 AT ALT.'131A.7 LOCATIONS 4�_O' • •� ALL CONCRETE BEHIND BRICK �G O 19. WATERPROOF COATING ON 6b&CRCTE PANELS BEHIND BRICK TYPICAL TYPICAL _� Q 02 21 3 ENLARGED ENTRY_ Q a BRICK BELOW WINDOW SILL s BRICK BELOW WINDOW SILL A 1/4"=1'-0" ,� A INSIDE CORNER 3"=1'-0" A5 INSIDE CORNER w cp �. N i A6 IN CORNER BEAD N � - 00 CD 5 � 15 !•-� �_---n � ---6" METAL STUDS _ _ FLASH_1NG ~S O� PES .SLOPE 1" __ T r _. FHL =t. -� WINDOW SYSTEM +' N ----.._ - -- - _ 6 " ---- T - - _--� _ ��— BRICK - - SEALANT m 3 1 2' -- 3 1 2" ----------- 1" AIR SPACE (MIN.) �_.� Q (� 4 PERMA BARRIER OVER / " QN 3" 4 3 a - 1 1 2 0 PIPE COLUMN BELOW (� . 1/2" EXTERIOR GYPSUM BOARD SEE 16/A6, 2"0 ATS, .__.� 1 1 2.. 1 2 1 2' FUTURE GYPSUM BOARD ,4LT. 13/A7 . ,.,.^- 2" 12 2" 12 - '-- � R-19 BATT INSULATION U (n 2 _ �' -FUTURE GYPSUM BOARD •FACE FINISH GYP. BD 6" METAL STUDS PERMA BARRIER OVER TYP AT BRICK _ -- --- ABOVE GLASS 1/2" EXTERIOR GYPSUM BOARD 4"- i R--19 BATT INSULATIDN ----- "��1 — 1" AIR GAP 1 1/2"0 PIPE COLUMN BELOW •- .� (l 3 3 1,. - - ` - - 1 112-0 PIPE COLUMN BRICK / 1 SEE 16/�6, 2"0 A __ V u LT. 13 A7 �- TYP AT BRICK i / 1 Q m I - SEE 16/A6, 2"0 AT /�CONCRETE PANEL LEG � Q f \ j ALT. 13/A7 SEALANT / - SILL BELOW EXTEND PERMA BARRIER OVER CONCRETE MIN. 6" i/ -WATERP -� CONCRETEOPANELCOATING BEH ND BRICK _ WINDOW SYSTEM 9 --�--`� TYPICAL 2 2r6_NN8. R1CK _ WINDOW SILL / 8 WINDOW SILL cn I BELOW WINDOW SILL � A OUTSIDE CORNER 3"=i'-0" A5 INSIDE CORNER 3 =1'-0" A5 INSIDE CORNER 3"=1'-0" Z _I C -- - o ' 8 BTM.;BRICK BTM.LBRICK 10 \ SEE DETAIL 11/A6 FOR U 0 3 C-�-��-] 10 STRUCTURAL INFO. �.L� Z I #15 BLDG PAPER Q i �I 13 0 13 , 14 1/2" EXT. GYPSUM BOARD O J 16 2 __ 6 2 C�L__.�C ��!�❑ - I --- -- -- _ � �" 1" AIR GAP Q z r�15 �' BRICK T OPENING 8 T/OPENING )^- - - ---_ -- ( �J -.�C FUTURE GYPSUM BOARD 10 1 i PERMA BARRIER, UP 18" MIS,. A5 A6 �L__ J= SILL BELOW 6" 14 GA. TOP & BOTTOM TRACK SUSPENDED CEILING � O�C�C) �7C��Ci - — MULLION 1 1/2"0 PIPE COLUMN BELOW ��• / I CL MULLION L-]Lr��❑ - ---_ - _-.-_ r�C~-IC_�C�� C_�C.� ' SEE 16/A6, 2"0 AT m �` 1/2" SHIM `'► `�1 �C��C��[�-� _ ALT. 13 A7 a SEr � r L1L�C ElL._�7C__�L�C�C` ❑ — WIRDOwISYSTEM I N I C �C��C�C�f ��, ��Gi Cori`. 0 0 �L_�C_ `� o -------- \_ -- WINDOW SYSTEM I i I [][� C��C��C�L �C� PAINT EXPOSED - 01 ;q C�Ir�[�[-�]-��=7� METAL TYPICAL DATE: ❑C �C^ C7 A5 C?L �� -L .�.._JLJ SEALANT -- - `J-14-52 r �I� c��r_—� 9 WINDOW SILL �- DRAWN BY: _ ---, b WINDOW HEAD SAW i BK f BTM. BRICK_ r __]C_�[__,�____ �_-] 3 -1 -o BTM. BRICK [ _ ]� - _ _ _ .--L- � A5 OUTSIDE CORNER 3"=1 -0 \ A� CHECKED BY: BTM./SILL �._ p R W BTM. SILL ��❑Gn 11 ❑L7[JC]C�CIi�GC1CJULL� ]� L C�C� REVISIONS: ---'�� 1. 6-9-92 C �� M OTE: DO NOT RECESS -- WINDOW SYSTEM 3. 7-92 932 18 C._]�__)L__ �C*�L �r-_ ] ROWLOCK O WINDOW 1/2„ SHIM 1��C�� LOCATIONS ❑L��C�C� �� -- J CASING BEAD 4. 7-14-93 4-93 FUTURE GYPSUM BOARD 5. 8-4- 93 T SLAB - F-1 I SLAB -- CORNER BEAD BTM. WEEP �__' I I b g SYSTEM - 1 1 2"0 PIPE COLUMNS /�..- 1 I In SEALANT '•.,16�61 2"0 AT ALT.^13/A7 ! FLASHING 1 2„ I - PrRiNA BARRIER ! y / _l ENTIRE SILL AREA i ;d -- 1 12." EXT. GYP. BD. 1" AIR GAP ® YACI(ENME TO!ASSWATI•SF.0 1"0, ALL RIONTS RESEAVEO BRICK SE070N AT STOREFRONT `n - BRICK "' N ANY. M NNE .er CEM WrrH(yTH/� BRICK SECTION AT GLASS Q 2 p OR RnTL MANNER. Exp REPTME a - 6" METAL STUDS R1JR WRf1SEN pERMfl$�x)N OF MSA A5 � 3/4"-1'-0" I 3/4"=1'-0" �j SHEET _-- R-19 BATT INSULATION 00 A5 c, 13 WINDOW SILL 3"-1'-0" OF 7 j 0 J NO. 00 0 SEQUOIA PKWY.,15495 SEQUOIA PKWY,,15575 BUP 93.0241 BUP 93-0242 AS SUBMITTED FOR PERMIT 8—C-93 291521 Q 7OF13 s IF THIS DOCUMENT IS LESS 117 1 1T 1 Tj 1ri i TjT Tl 11�� ITT TT1 1 M " ° LEGIBLE THAN THIS NOTATION, 1 4 6 I U 11. AUGUST 30 1995 t 14 IT IS DUE 10 THE QUALITY OF N0367— THE ORIGINAL DOCUMEN'P' E 8Z �111111111 711-A111,11,94 �11911 Tz. 711- uii iiuh�i ►i�li 11111111�11�1��»illl�u i�iihi iiihiii iiuhl��iuhli�iu>ii �lll��llhlil!la>>ullll lh� ! >�t ►,�►�,��4��► �1,<�� I • 04 C�� fTITA H1G SLOPE 1" -�_- _ _ -- ----P.T. 2x12 r-__._ ---_------ ----#4 • 1'-a" o.C. E.W. � a a U, ------DAP TOP OF BEAM � _ 1 -� TO ACCOMODATE HINGE �._ _ _..._-____ ------B.U. ROOF ON PLYWOOD � � , i 3 1/2 -P.T. 2x6 W/1 fid NAILS A T CONNECTOR I_ /2. 12" O.C. CAST IN CONT. �� -8 U. ROOF ON PLYWOOD /� ---B.U. ROOFING OVER PLYWOOD R 3/4' x - - - FLASHING CLIP \ FLASHING CLIP AT 8" O.C. 4" x 8" WITH 3" I j 2 CLR. (2) 3/40 x 4" �- P.T. BLOCKING I • -1 I/2__-._.- - GL. BM. N.W S. __.r-•-� -SIMPSON SA36 ACROSS �� N _- -- 5-1/2" 4" SIZE 112- SEE PLAN FOR 1/2• y 1/2 -=---- __- I GL. BM. WHERE NOTED ON Li - �' -_ - SIMPSON HC2CTA 75 HINGE NAILING AND STRAPPING PLAN �- -WATERPROOF COATING ON CONNECTOR UNLESS NOTED Q a_ 1 - I -(2) SIDE R'S 1/4 x - _ ----BASER 1/2" x 8" x 6" BRICK /� CONCRETE PANES BEHIND f ON PLAN _ 1/4 (� �+ -- 6 1/2" x 11" BRICK TYPICAL I - - - FORLSIZE AND HANGER PLAN ^ � - 1 4" / i 2.. 2' -FIBER CANT o 0 in W/(2) 3/4'0 M.B. ! I s ------- -METAL BACK FLASHING � o I o t n � z ; __. W/ SLOTTED HOLES -7 --T- - / z 11" x 6 1 2" SIDE R / i� 1 (1) EACH SIDE w Z � 3/16 `~!- ------BASE R 1/2" x 6" x 8" j A6 1/2.. 1" -B.U. ROOF 0 0 n cv 2 --- -__ 1 w Q Z rn I LI T-- - Z L �� ___-.----- 3/4" x 4" x 8" W/ I I -PILASTER BELOW O - -- - \ U a O 71 ----� - '-SIMPSON VB BRACE 1 314" x 4" N.W.S. 1 4 O ___-_ -GL. BM SEE ROOF _ U C9 / / � / AT PURLIN LINE AT EACH z O LaI EY FRAMING PLAN FOR SIZE -L _ / SIDE OF COLUMN. SIZE LL J (A L Q I- �� °p m ® / AS REQUIRED FOR GI-. BM. rn CONCRETE PANEI. -GL.. BM. 3 A 1 112"W f - - -; < H Q� ,�( U crnp�o (8) #6 Afi `�d a O�n r G;.... 13M./PILASTER - SECTION _ Q �2TYPICAL BEAM/PILASTER CONN. Q -� -�- — -� - 4 HINGE CONNECTION Q s PURLIN/PURLIN CONNECTION A6 , 1/2"=1'-0" AG TOP VIEW , 1/2"=,'-�" N FLASHING AT PARAP�" Q6�) 3 4"=,'—a" ' - / 3 C r (0 / o A 3 4"=1'-0' a I ♦" N - --- - -- - -- - 3/4" DIAMETER P.B. WITH WASHER TYP. -SIMPSON LSTA21 � IpJ PURLIN AND- 1/2 TO 70P R - _-" - I + + - -PURLIN - SEE PIAN FOR (�� C STRAP BEYOND 1/2 TO PURLIN l l + / SIZE AND LOCATION -- ------ _ 9.. � U) _ -- i ----LEDGER - SEE PLAN FOR B.U. ROOF ON PLYWOOD ------ - - SIZE AND LOCATION - SHEATHING I \ _- -_ - � 04 14 GA. TOP & BOTTOM O N L� MACK I - -GL. BM. SLOPE SEAT AS J J REQUIRED OR SHIM TO l lJ El oft� 2 ASSURE FULL, FIRA BEARING I - -- -_ QA LEDGER ELEVATION -� • 3416 2 I AT BEAM SEAT j CONT. LEDGER BETWEEN A6 1 112" - 1'-0" O N 1 -----EMBED "F" AT 4'-O" O.C. MAX. 1 1/2" I j PANEL JOINTS / " Q tL-��1 R 1/4" x 1'-6" x 8 1/2" I ) EDGE-GONG_ - t 6 •_ F1 `° --(3) #7 E.F WITH (4) 3/4" DIAMETER nLB. I -(1) SIMPSON ST6236 �/ w `O a 3 w -- A6 0- -0 vi - • _ i/ i AT EACH LEDGER SPLICE -' Q o o 4 "0 ITW AT PANEL JOIN - cn m a •-- .-- N -- - t-- 10A T 1 _ w O �- _-------y-RAMSEBT TRUBO�T (WITH s L4x4x1/4AT4'-0" 0.0 AO - _ (� �- SPECIAL INSPECTION) 0 1 AT EACH PURLIN co --P.T. 4 x 14 LEDGER q • BEARING �' 7/8" x 1'-6" _ 1/4 x 6 7/8 SEE DETAIL 10A/A6 FOR _ ---.-PURLIN - SEE PLAN FOR 13�F 2 I I --_' ---SHEAR WALL BOLTING ,� SIZE AND LOCATION __ ;/116 2 I I �.1---- T.S. 6 x 6 x 3/16 -_�- _ � CONCRETE--� PERMA BARRIER ------EMBED "F" A7 4'-0" O.C. MAX. 5/,6 - -� UP 18" MIN. PANEL JOINT PANEL -LEDGER - SEE PLAN FOR 20 GA. STUDS AT SIZE AND LOCATION u 2'-0" O.C. s °CONCRETE HEADER REINFORCING Q TYPICAL COLUMN CAP Q e PURLIN TO SHEAR WALL Q �9 LEDGER Q im LEDGER BOLTING A6 1 1/2"=1'-0" Ai3 3/4"=1'-0" A6 1 112-=11 -0- A6 314"= —o �, A6 1112 -BRICK � FOOTING FTG. (n EDGE/GONG. I ---CONN. 'C' J BLDG PAPER 2'-0" x 2'-0" BLOCKOUT PANEL TO FOOi:NG CONN.-ONE EACH LND Q - - 1 2" EXT. GYP. 1 GyQ \` " EACH PANEL TYPICAL CONN. 'B' PANEL To PANEL 4'--0'• SMITH 1010 YC - / \� BASE R 3/4 x 10" x 10" WITH (4) 3/4"0 'rek CONN. 'E' 6"+, AT MID-HEIGHT PANEL -- - — - W I RAM, AT FOOTING SMITH 1080 YC 0 . � r '?'fu Qac��' I SAO #4 1'y7L TYP -L 4 x 4 x 1/4 AT 4'-0" O.C. CONN. 'B' - \ i---6" 20 GA. AT 2'-0" O.C. a- -- FIBER CANT AT PANEL I \ COPE & BEND WEB AT TOP � FOOTING a a I & BOTTOM TRACK FOR MIN. _ --T.S. 6 x 6 x 3 16 '- ~ M1T28B AT 6'-0" O.C. WITH ` (3) #10 TEK SCREW ATTACH / o (1 STUD A7 EACH VERT. 1/4 V) '•'' a / (i) ROW NAILS AT SUBPURLIN -' - T - --� ----- v - --- 3/l 6 2 ANGLE W/ #10 TEK SCREEWS ,O 3 L t———— J/ �L J — 3116 2 AT 6" O.C. � o ALT, C ------�Ji �t---_-r7 / W � SIMPSON LTT19 AT 4'-0" O.C. � FTG. ---- - L 6 x 3 1/2 x 1/•4 x CONT. `co m / WITH 3/4"0 ITW RAMSET �/ - -- •^-- TRUBOLT WITH SPECIAL INSPECTION - - - - f �-6" 14 GA. TOP & BOTTOM TRACK2x6-� -GL BM. ASE R 3/4" x 10" x 10' 6'0 OVERFLOW, DAYLIGHT x 6 SUBPURLIN BONN. B' - \ TO OUTSIDE, SMITH #1770 / ------NON-SHRINK HIGH \� CONN. 'C' _ `-------PANEL TO PANEL CONN. BRASS. VERIFY HIGHT ��tN�✓' VV all ---------PERMA BARRIER STRENGTH GROUT �\ AT 1'-0" BELOW TOP (� WITH OWNER. V� UP 18" MIN. - --I - �-- -P.T. 4 x 6 LEDGER P. ! ' ✓ c• -FOOTING -- SEE PLAN WITH 3/4" DIAMETER P.B. `\ FOR SIZE AND REINF. AT 4'-0'• O.C. NOTE: TYPICAL (2) PANEL TO PANEL CONNECTIONS ---'� 6"0 iNTERNAL DRAIN, --- --SEE SOILS REPORT FOR REQUIRED FOR ALL PANELS EACH END --------�- FOUNDATION SUPPORT DATE: 5-14-92 r SECTION AT WINDOW HEAD ,2 TYPICAL. BASE PLATE Q ,� STRAP AT SUBPURLIN/WALL CONN" Q 14 _ PANEL TO PANEL AND FOOTING65 -�DOWNSPOUVOVERFLOW DRAIN � DRAWN Y: " I A6 -- 6 3 =t'-o" .- '�/ I.16 � , 1 z"=1'-0" 1 I CAW BK / A6 3/4"=1 -0" CHECKED BY: DRW A pIMENSIONS REVISIONS: AIME A� 1QN� i. FJ-9-92 B=1/2 PANEL + 1/2" 8=1/2 PANEL + 1/2" 2. 6-22-92 ,3 �� _ 3. 7-9-93 qg - 5" CONCRETE SLAB ,/4 #5 AT 4" O.C. 4. 7---14-93 v� �- - - -- ---? 1/2" x 6" x 3" n 0 5 { k 5. 8-4-93 I _ -____-----------U.S. ALUM. 2 x 4 OFFSET � EMBED 'A' WINDOW SYSTEM \ A / CONN. AT 1'-0" BELOW - ---16 GA. TOP TRACK q BTM/BRICK _ _--- , ~ - - -- �� 1/4 TOP R AND A7 1'-0" BTMjILL_ Ile FUTURE GYP. BU. -�"• . ml ABOVE THICKENED EDGE 1/2" DIAMETER PIPE io 1 , •. .. , •. ' m `-`- #5 x 9" - it v ` COLUMN AT 4'-0" O.C. SET 2 _ 1/4 (2) y�5 AT 4" O.C. * _ o \ IN EPDXY, GROUT SOLID, 2"0 - 4„ - - -----L 2" x 2" Y 3/8" x 6" Lhl>3ER.� �--CONN. 'B' '1/2" x 3" x 9" qT-A�T�13/MA�7 _ 4 4 EMBED 'B' \�--_ - COARSE GRANULAR BASE i AC ENLLE/ATO 6�ATES.P.0 I AT 2'-0" O.C. I ;� I r, I -2 1/4" DIAMETER x 8" CORE 1'-0" { EO EQ 3 1 2" Ina I DRILL HOLE I CONN 't ' THESE IZIE/5 y(7Sp ME S PROPERrr(OE w " ---- KEY JOINT CONTINUOUS nNc ZA NQT TO eE USED ORPREPRO 24 I `-�.•---- -----(2) 1/7_" 0 x 3" NELSON WELD PRIOR WRITTEN PERYlssxx+Of M"i'"sI a 4 12" A CONSTRUCTION JOINT I �- STUDS (ALT. (2) #5 X 6") D ry Mh MANNER, DCEPi / THE I AT 16" O.C. l� - - / �- SHEET I �-L4" x 2" x 1 4" x 6" CONN. 'A' i �I I - ---- -_ --- ------------ PREMANUFACTURED ZIP-SMP --'l1/4" x6" x4" o - I L� _ 7I _�, - 4 TOP BOT. CONT. -� ` ' - , l EMUEQ-F' i - # �,. o. ;V �-- ,-__-..--- ------ 1/2" 4 PUNCHED HOLE --- -L CQNNECTION 'C' -- ----BEND LINES NOTE: (2) CONNECTIONS REQUIRED AT EACH PANEL JOINT A 6 i p o 10 �% CONTROL^JOINT _ NOTES AND INSTRUCTIONS: -- 1 NOTES AND INSTRUCTIONS: _ WELDING STEEL REINFORCING TO BE ASTM A-706 GRADE 60 OF I 0 `� WELDING STEEL REINFORCING TO BE ASTM A-706 GRADE 60 ,TOB NO. �6 BULKHEAD WALL DETAILr17 CONSTRUCTION/CONTROL JOINTS �a WELD EMBEDS/CONNECTIONS �s WELD EMBEDS Q r2O'�PANEL TO PANEL A"i CORNER ___.___ f_ _ _ 2915;? 1 6 3/4 1'-0" A6 3"=1' 1 " �6 3"=1'--0' o, �L6) 1 1/2"=1'-J" 1 SEQUOIA PKWY., 15495 SEQUOIA PKWY.,15575 611PR3-0?41 gUP93.0?42 _ AS SUBIVIITTED FOR PERMIT 8-6e93 BOF 13 IF THIS DOCUMENT IS LESS 11111 T Tl1 T '1' �"� 111 T 111 Tl 111 11 11.[T111111 T T11 111I1T ITT lIT 1T1� 1 1 LEGIBLE THAN THIS NOTATION, I 1 /� 7 Tj�P� I i �TW, I r� 1995 - ---- - --- -- 16 -- __�� _! _ yL'-IOn - l l�l_1121 ' AUGUST 30 r IT IS DUE TO THE QUALITY OF No 36 THF. ORIGINAL DOCUMENT. - �T- 1 l I - r IIIII IIII Iilllllll IIIIIIIII�illl IIII�IIII IIII�IIi�lll�lJlllllll�llll IIII�IIIIIIIIi�lllllllll�lllllllll�lllllhlll�lllllllll�llll!IIII�IIII llll� I Illl�lllllllll�lul IIIIIllI I ullll T t ' ilu�ul��I�iu�u�lll9u�iulT9li�lllllllll�iui iiu�uuhii iui iullNii 4 --- -- - --04 AT 1'-0" O.C. / GL 5 1 x 13 1/2 COLLECTOR J015T 4ALT C12 x 20.1 � � �---' ' t 74-t- -{1 . /2" RET 1 _ 3/T'6V�-\ --f� 314" x 10" x 10" T M. / W/(4) 3/4" x 4" N.W.S. --- 3 TIES O 8" O.C. WITH, 1 4 r W/ 7" GAGE 3'J TIES O TOP �- - 5 1/8" x 13 112" �-----" - Q -R 1�,2' x 9" x 9 - - 1f4 - COLLECTOR BEAM 6A 3 4 -3 1/8" x 13 1/2" --j4 AT 10" D.C. EACH WAY -� . -L3 x 3 x 5/16 x V-3" _ ---If 1/4" X 6 718" x BM DEPTH - 1" z A7 A7 ; A7 COLLECTOR JOIST j - -vLU--LAM BEAM SEE PLAN Wf (4) 7/8"0 M.D. n / � W,i(2) 3/4"0 BOLTS } _ t t/2" O � � ,. '''�_ AT 4 112- O.C. --- - - T ' ._ 7 _-- (2) R 1/2 x 5" x 8" - F - �� W Q 1 t " -(2) SlMPSGN HHU5.125/12 � 1/2" x 5 1/4" x 7" 5 3 E.F. - 2 A7 A7 ` �L4� -� HANGERS, DRILL HOLES FOR NAILS cY 'VIV #6 O oo �----- ---?- 3) X13 TIES 1 1 f O.C. I - ,�1 -- --- - - �4) W/ STD. HOOK _ A6 I / _�_ - - - - V I - TUP k BOTTOM r 1-� GL 5 1/8 x 13 1/2 SID /4"0 5" x 7" - - IIA E R 1 - � ` �13 TIES FOR SPACING SEE 1/A7 COLLECTOR JOIST W/ (2) 3/4" M.B. - � -- ---- _�a� / SLOTTED HOLES w IJi3 TIES O 3" O.C. J _- -- - - a a VARIES I'_11" TO 2'-1" _-,_ .� W - - - -- -- - - -- --— -- C � W O 3'-0' `O _ -#3 TIES AT .3" O.C. 3/16 (� � Z N 0 1 /j3 TiES �i 3'-0" 3 TEES ® 6" O.C. 3'-0' - ?.' MIN. 5' 3't ( 5' 2" MIN. 71 E- -- - - - - -� 2�-1 �j io 15 Q _ _/�. \ - 3 4"0 x 5" x 8" Wf (2) Ii 6" O.C. I > N I 16 o A7 3/4"� x 4" N.W.S. N U a 1' 11" 3 TIES O 8 O.C. co A7 `r.I 3 TIES A T 5" 0.C. WV / Du) 6B 6C ---#.3 TIES O 3" O.C.- " / - w m------- 1 0 `J UQuj A7 A7 # _ 7 SLAB -.—�3 TIES AT 3 0.� T�S�LAD /� O O O - -- - 3 TIES O 3" O.C. C - �'- --� f.� __- r- SECTION W �_ _ p m _ _� �o �`- _� .o - - O O W UQ Zd 90 F o r 1 I vi <N iv _ Jam' H V4 20 3r '-1 N -----33' 4' - - 2 -1' - �`'~---- E 7/8" x 6 718" x 6" Q = 0 l I :_-_, 1 1/2'` 5 1 I/ C% a o 0 FTG. (i FTG. AT PANEL LEG) PANEL JOINT I q FTG' ELEVATION 371+6 -/ _ � PANEL JOINT PA f1 L REINFORCING 2 SHEAR WALL (1011) `—�� Q 3 COLLECTOR JOIST AT CONC. COL. Q 4 BEAM CONN. s 5 COLL'EC 1 OR JOIST AT CONC. PANED A 1/9"=1'-0" 1/8"=1'-0" N A 1 112"=I'-O" ,!, 1 1/2"=1'-0 A] TOP VEIW � CD 10" 40 9A 8A --- .--CONCRETE PANEL � N �` C..D � �_. A7 Q p _1� P.T. 4 x 1 o TOP R W/ 3/4"0 ,--- -1� 1 x 5 112 x 12 EACH ,;( 1] 0) L51 _ - A.B. AT 4'-0" U.C. CONT. -----__-. _,�? 112 x 7 x 9 -+- "'v Q PANEL WITH 3/4"0 x 3 1/2" / NELSON WELD STUDS Y __�-- .- -R 1 x 5 112 x 12 EACH 1 1 �- PANEL WITH (?.) 3/4"0 x3 HAIR PIN 24" 5 1/2" 1'-4 • (4) X16 DO NOT SPLICE RET URN 1 4 /2' , q 8' `-�, 0 N / \ 3 1 72" NELSON WELD STUDS 6A 5 1/2" QN ^ o '� I / a{ ✓� 3" A7 ANEL TO PANEL CONN. -� #4 AT V-0" O.C. _ k . O � /BM. SEE DETAIL 20/A6 SIM. AT CENTERLINE OF PANEL /0 � - '----_-..--(2) iY5 AT EMBED SES-' � - -- c \� L� `DETAIL 9 A7 7T - - 'j4 AT fi '4'C. EACH WAY --___ (4) #5 \ • I 1�—Jo --- _-{4) #5 EACH FACE 00 (2) #5 _ ___ • x 3'-0" II GL. BM. - SEE DETAIL 15/A6 • _ FOR BEAM SEAT CONN. 00= 4 O 12" O.C. ATI- A SECTION AT TOP _.�_..-- _..r---�� • _-- ^ o � ._ ._ ^.ENTERLINE OF PANEL E.W. (4) #6 (2 EACH FACE)SPOICE --- + 3 HAIRPIN -- -AND BOTTOM DO N a SIDE �' 1/4 x 9 1/2 x BEAM - - - I -{6) 6 (3) E.F. U 0 �? IJI4 AT V-0" O.C. • - - --(2) #5 x 3'-0" � -- - -- - - AT CENTERLINE OF PANEL_ E.W. DEPTH -1" WITH (2) 3/4"0 M.B. I G #'3 TIES AT V-0" O.C. �' 3/1� BEARING 7/8 x 6 7/L x 6" T I PROVIDE 3/8" 6B N R / / x 5" x 5 A7 kOVIDE 3/8" x 5" x 9 112" NEOPRENE 3'-0" 3 71Es X3'•-0" * NEOPRENE BEARING PAD BEARING PAD �� b" w SA EMBED (6) ;�S, (3) EACH FACE CONT. \ ---- • • STANDARD HOOK TOP AND BOTTOM �� A7 - 1 1/2 1 112" BARS AT END PILASTER - - CL CLR QNTIAIl1= THRU OTHER PILASTERS) 1 112" 1 1/2" 3 71ES O 3 O.C. DO NOT SPLIG�E~ BEAM CONN. AT CORNER s BEAM CONN. AT CORNER _ -" SHEAR WALL Q e Q w SPANDREL PANEL #3 TIES FOR SPACING SEE 1'-0" DETAIL 1/A 7, START TIES - - N FROM COLUMN ._ --GLU-LAM BEAM - SEE PLAN -' I \cY (8) f6 A PANEL LEG Q) BEYOND - Q 4 x 10 P.T. TOP ►� W/ J I � VARIES, 1" MAX cl 314"0 x 10" A.B. O 46" O.C. 3 16 2 - ---- 1 1/2" 1 (2) #5 3 16 2 i -SACK TOP Ec BOTTOM n i� --FACE OF SF. B SECTION AT Hi_AD 4" 7 1 ----- - o 3 16 2 I L 3" x 2" x 1/4" x CONT. STL ANGLE � - 5 CONT. N l�------------ a #3 TIES FOR SPACING • I\ 3 16 2 DETAIL 1/A7 I \ BOTTOM - I EMBED "F" AT 4'-0" O.C. MAX. I , -SIDE �' 1/4" x 13 112" x 8 112" ,a I 1 - (3) #7 E.F ^- W1 (4) 314"0 M.B. 1 112" `t .I • • VERT. SLOT • -. • • I - • I \ _ I PT 4 x 6 W.TH 1/2" a AB ��✓ ttJt') 3116 F iv I N ® 4' 0" 0/C < t -BRG. R 5/8" x 7" x 10" C -- \ I I L 4 x 4 x 1/4 AT 4'-0" 0/C & O y -- \ 2 5/8" 2 5/8" ".�.` W/ (2) 5/8"0 x 8" N.W.S. 1 EA END - ~ r N 1 to SHIM CLR. CLR. \ CLF. O 5" O.C. • I -EMBED "F" O 4'-0" O/C • I SEALANT ►- - (, (3) 3 AT 1 1/2" O.C� 12'-0" AFF ' / • • y _ I I � O 1'-0" MAX FROM EA 1.'-0" AFF � / I ^) #3 AT-1 I END, SPACED BTWN VERTICALS -_ - ZPERMA BARRIER I 3 16 2 SPANDREL LITE GLASS 1 -4 UP 18" MIN. 3 16V2I j . PANEL LEG I I `--6" 20 GA. STUDS AT ,r GATE: c __ - IE 3/4" x 10" x s" is 4 a i I 2'-0" 0.C. 5-14-92 3/16 - L 2" r 2" x 3116" x CONT. ANGLE LAWN/ : s CONCRETE HEADER REINFORCING Q R 112" x 6" x 8" W1 _ - 1 NOTE: 9'-O" AFF INSULATED GLASS A7 1 1/2"=1'-0" (2} 5 x 30" I I REDUCED RECESS W/THIS - CHL-CKED [l Y: o I I I I OPTION, INCREASE FLOOR URW SLAB AS REQUIRED - r REVISIONS: , 9'-0" AFF _ -j 1. 6--9-92 q FTG. AT -- TYP. ---L 4" x 6" x 5/16" STL ANGLE 2. 6-22-92 GRID LINE 3/16 K 3. 7-9-93 -- -10' - r _ ROOF BEAM AT SHEAR WALL„ � ri2ADD/DEDUCT ALT SOFFIT CONN. Q ,3 ADD/DEDUCT ALT 4. 7-14-93 ---SHEAR WALL 1 1/2 -1 -0 TO CONC. HrADER DfL 6/A6 1 1/2"=1'-0" cv EXTEND S.F, TO CONC. HEADER 5. 8-4-93 — /�— PROVIDE SEP. PRICE PROVIDE AQID/DED ALT PRICE i I ------CONN. 'B' EACH SIDE AND 1 I EACH END OF PANEL TYPICAL 2'-1" 1 112' - 5" ---CONN. 'E' EACH SIDE AND ® oma AU a0a+TS RE��'£'P'0 _ EACH END OF PANEL AT PANEL WELD EMBED TYPICAL `� n+Esc ORA E NT ARE t►r PR��6,"PC((M/ ,�.� AR MJCT WNEBRE�DPQR REPURHr 0 PR10R ArMN PERMISSION OF M� SHE_E I FOOTING - SEE SCHEDULE • • • • r FOR SIZE AND REiNF. • 10,8 • Cl u *A A7 \ °� }-#3 TIES FOR SPACING OF 7 O U 1 SEE DETAIL 2/A7 BOTTOM JOB NO. 00 c� SHEAR WALL T O FOOTING 18 CONCRETE COLUMN REINFORCING ti 291521 �1 1 1/2"=1'-0" v� SHEAR WALL 1 1/Z 1' -0" cv AS SUBMITTED FOR PERMIT 8-6-93 SECUOIA PKWY.,15495 SEQUOIA PKWY.,15575 BUP 93.0241 BUP 93.0242 9 OF 13 _ _.... .wo,a:.,.oua...,+... • ,, IF THIS DOCUMENT IS LESS � � 1 Tji 1 I I1 T1 T iiTjjT777lTTTp 1995 ' I LEGIBLE THAN THIS N07'A'IION, � L �?l___ 1 �� --. �_ � I �.�1. � l 1"' AUGUST 30 I I IT IS DUE TO THE QUALITY OF N0.3e 0'frp. THE ORIGINAL DOCUMENT. I�11 I T I 1 Fili'll, --9,1ti L�-�toll -tr�l -8T---t'll --11--ti _I'll iol L T� 9 T - rLim�i-imiuly" TT 1 1 1 � Lw 1 9 I �j� � �I�l lI11ti�I�I1I�I�I �IINHIIIIII IIIIII111 III1IVIil NIII1111 illllilI� lIllil 1111I1IfI111111NIilIflil1iI1IIIINI11fIllllii 11111' I I111Illll111�I►►I II11uI H11�►1I1 lll1 I II u �u11►►+►u1 Il I Iii e K ° 06 ab 1`I IL KEYNOTES < 2 3 �4 j 5 <6> 7 8 } y 10 1 1 12 1. LINE OF PANEL ABOVE 1 T 2 -0" / > 2. EDGE OF SLAB TYPICAL 75' zz - - - 3 5 CONCRETE SLAB TYPICAL - --_ - - -F__c 1.�2 1/2" 100'-0" 75'-0" 100'-0" _ ----_- _ - -- - - 5 T.S. AND AT LETTERED a 1/2" 1/2" 4 � 6" x 6" x 3/16" 1` 1 �2'-0 -- - -.-_-- l e'-2 1/2"� - - _ - - ---- - ^-- - -- e'-2 1/2" - CONSTRUCTION JOINT AT FILLER STRIP � (7)os o' 35'_0-- (7)05,-o" = 351-0" _ , 1'-11 112" (4)05'0 - 20'-0" aZs- = 20'-0" 10'-8 1/2" _5 1/ " (7)as' o" = 3s'-U' - �7 os-0" = 35' 0" L_ GRIDS TYPICAL - SEE DETAIL t 7/A6 "- ^ � w 8'-2 1/2" _ 2'-8" 5'-0" 2'-8' .2. 2'-8" I 5'-0" Y-8" -;�� 2'-8" 5'-0" 2' 8" 2'-0' Q. 6. CONTROL JOINT TYPICAL - SEE DETAIL 17/A6 Q n { 7. 2'--0" x 2'-C" BLOCKOUT AT RECESSED BASE R 0 $ m I m m m co m C6 a, Jo m m m { ai I ai ai m 8. FILLER STRIP TYPICAL z o 6 0 0 0 0 0 0 0 r; c ci o ; ; o ci o d z W L: 4. { 4 { 1 LL I 4 ILL ,: 4 9. LINE OF BRICK ABO�E ? Ts LL � 10. B.U. ROOF } r I R 4 4 - F.0.8. o COLUMN 11. 19/32" PLYWOOD ROOF SHEATHING INT. W/ 4--- it'j N fn EXT. GLUE - .EE NAILING PLAN <A> 12. 2 x 6 SUBPURLINS AT 2'-0" O.C. W/ SIMPSON F26N w- - - - - - -- -- - - - -- - -- -- - - - -- _ �._�-__ -- - _---- - 1 cF{ dA r - - -�-. - --- - . - ---- - -- - - - � ANGER EACH END TYPICAL �\� `„J � � F.O.C. I �--- -- - -1-1 _-- I 21 I to 13. 2�" x 18" GLULAM PURLINS C-.689" W/ Z �j c� 1 I . SIMPSON HW2.618 HANGER EACH END TYPICAL, START PURLIN Q 1'1 I LAYOUT AT EAST WALL w V ' %) ch °n ---F- �- 14. CONCRETE SHEAR WALL - SEE DETAIL 2/A7 V) V z 15. GLU!_AM COLLECTOR JOIST AT PILASTERS WITHOUT GLUL AM � Q .�I uj Q N I 1 LEC.,! ILEI. I I t I "N SEAT TYPICAL AT EAST AND WEST WALLS SEE STRAPPING PLAID = o�, a I 1 Q II R UM ` I 1. __ _ _ _ _ I C 16. CONCRETE SPANDREL -- SEE DETAIL 10/A7 v 1 _ _ _ _ OQ I 17. ROOF FILLER STRIP AT WEST WALL Q a f u�i N \ 1 18. P.T. 4 x 14 LEDGER A T ALL NORTH AND SOUTH WALLS - SEE ` I i1 DETAIL 10/A6 FOR BLOCKING I 14 `0 ' � 19. P.T. 4 x 6 LEDGER AT ALI. EAST AND WEST WALLS •- SEE I I I o I 1 DETAIL 13/A6 FOR BOLTING A8 20. 6"0 DOWNSPOUT AND 6"0 OVERFLOW - SEE DETAIL 15/Ab L } I NII I I 21, ELECTRIC/TELEPHONE ROOM SEE DETAIL 1/A8 _ R 14 22. ROOF HATCH - SEE DETAIL 3/ABOD ON I I � II I I I � UN 0 � O LL 11 - II I 04 W Q L a r II _ { � I I I O in LO I ' N M U 0 { I 2C - �� __ ---- - --- -------- - U Z7 <G>1 F.O.0 I 20 I °� yam, -- - - - - -- -- ------- I - - I Q 20 F.O.B. -50 °p fV �w I F,O-FT- ry ow -_ ----- -•-----..-__. _. _.___. ____` -_ETGL2. MEND 1� FA.6. --F.O B. o COLUMN 3 1 2 3 (A, Floor Plan #225 A6 AS A5 A5 A6 O ._ ff ' NO I CN -0 C FOOTING SCHEDULE ,� o 1 2 { 3 4 5 6 7 8 9 . 0 1 1 1 2 MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS _ REINFORCING REINFORCING •� - - ------ - - - ------ --- L. 275'-0" - - - ------ __-_--_- -___------- ---------- ---- ------- -- -- -- -- - . ___ q/ 5'-6" 5'-6" 1'-2" (6) #5 E.W. (6) #5 E.W. + m 0 f' 100 -0" _- --- 75'-0" __- - 100'-0" Q i -- 50_0. --- --- s0'-o" --- 37'-6" 37'-6" -- 50'-0" _ _--- --- so-o cB 6'--3" 6'--3" 1'-2" (7) #5 E.W. (7) #5 E.W. + i 1'-11" 2'-1 1/2" 1'-11" 2' 1 T 2" 1'-11= 1'-I1" 35'-9" 35'-9" _ 0'-2 1 "12'-8 1L2" 1 -1120' 9" 20' 9" 12'-8_ 0'-2 I 35'-9" i5'-9" 0'-2 I -_ �-- - �'--_-----._ _ -� 3'-4" 1 --2 4 5 x 8'-7" 9) 5 x 2'--10" • v ci S u ci -; u u u ci u v ci 6 u d 0 u ; 0 0 0 o d d 0 d 0 d d 6 0 { o o { ci d 0 O d 0 C; (3 Ci q *NOTE: l4. Ix, ly li 4, ALL FOOTINGS TO BEAR ON ENG. FILL., SIZE AND DEPTH OF OVEREXCAVATION TO BE S 3 4 2 1 4 3 { A7 A7 4 A7 A6 A6 A7 A7 B I DETERMINED IN FIELD BY OWNERS SOILS CONSULTANT B FOC r- -,O r �- F. C. - Q ' 1 2 A - ---- - --- --- -- - ---- _--- __ -_ - A 1 5 -- I --, L 14 C� ( iv h K `� r --1 A6 4 10 O -,\9 A6 T 19'-2" T/9 19'-2" T/. 19'-5 T/L 19'-5 �' 15 ' r 15 A7 r---, r-_ - -- - - - -- ---- L- - i_ _J xlalt of A6 xlt -- - - ` I 2 1 �? I I T/B 19'-2" 11 \ - -- O co 04 `D cJ 16 �� x A7 19 I _i - , B ; A r - , B Foc - - - E T/8 19'-2• J 1`/L 19'-2" DATE: A6 , 1 5-14-92 22 F.O. C 4 I I B J J J - DRAWN BY: 18 r- -, co 10 " I I - - - C A W 9 I I I mol x x " L +J F.O.0 N A6 - � x z, 'n U i II c� II L. I ; b ( J C CHECKED BY: 4 r O a!d II *1 II -T U 5 U I - �� I C I I G D h W O , ,� - - -- I i-- - -- -11 --� - - ---- -- - -_ -- - -- I C A A A II _ $ G H REVISIONS: i _ --_---� - _- --- -_ _ - --- /� -- 6 � `./T/13 17'-11• II 1. 6- 9-93 I+ I I ~ I I C, A6 _ U I I ��J A6 M - 1 1 -t-- G c t 4 2. 6--22-93 toe I I ► ` I -- -4 I Ir�-, - - r 'i k6 --- - -�I-- - - -- - - -- - - -- - 1 - - _ E 20 i7 20 3. 9 .3 -8 , 0- 1I- f I 1 D I A6 I I o0 A6 L J L � 2 i I 4 7 b - - t7 �T/b 17' 11• 4. 7-15--93 II _ I I ( x _U_ A.7 I � A A (A �" J 20 J 5 _ - I I I 5. B-4-93 �R r - -- ( r 1� r -1 "1 - Q.O.C. N T/L 1T-8" - -- - I ---a � I I _______}- ► I F ---- J J _ � 6. 8-19-93 (O U p =O �!_ _� - I L _1 L J L_ J L J O - 7�9 1T-3• T/B 16'-1D" T/B 1T-.j" -- - - -_ 7. 8•-30-93 -� �1 8 F.O.C. _ �_._. - -- J J J N B pF - 0 8. F-31-93 CA) I 17 _ v2 x , Ca OI A6 vl 14 _'r-�-( l ! i11`-9• rib 113'-10" T/B 17'_3" TA 177-9 1`113 17=s" T/8 16'-10' T/B 17'_3" TA 17'-8• 00 M- �°I II I "� 7 "`�L 1 -- -_- - a 'j B - low to NAILING / STRAPPING PLAN 12 _ FOG 1 I J A6 J _' __---� -._- ----- _ __-__ --� _. - - � A. PLYWOOD NAILING TYPICAL C MACKENZIE/SAITO & 4SSOCIATES,PC x G _ _� ______ --_ _ _ •� 11 1391 ALL RIrHTS RESERVED - -- \ ' , L-._J c___� �I �I `n p o I o �/ 1.) 10d 6" O.C. EDGES OF SHEET (,) THESE DRAWINGS ARE THE PROPERTY OF 4, CA) B 18 19 J "� 2. 10d ® 12" O.C. ® INTERIOR OF SHEETS AICKENZIE SAITO A, ASSOCLATE%PC(M/% 10 11 12 13 - r r - 1 l II r RO- B. DOUBLE ROW 10d 0 4" O.C. 0 GLUI_AM BEAMS A))AND N ANY , N R. USED T WITH TH DUCED IN ANY MANNER, EXCEPT W17H THE -.- _-.._.�..__ - -____ - _ 1 -_ -- II C, - I I PRIOR SHEE.T EN PERMISSION OF M,�SA 00 1-_ W/ 1N 8'-0" OF O.S. WALL, TYPICAL AT GLUI_AM BEAMS i.___., _ _..r - Z---' I 18 u H 20 -15 1`a J c� 1 r C> J A6 11` F.O.C. C. (1) SIMPSON S76236 LEDGER ® PANEL JOINTS ® NORTH AND \ c5 N SOUTH WALLS (9/A6) c7 13 I ___ ,�__�-- - __ ___ - I D. SIMPSON MTT208 0 6'--0" O.C. TO SUBPURLINS TYP. 0 EAST - 1-D c. o `r A6 t -_ _ - _�1 __ _ __ _ - - -- AND WEST WALLS (13fA6), (1) ROW OF NAILS AT SUBPURLIN t -� E. SIMPSON MTT208 TO PURLINS TYP. ® ALL NORTH AND SOUTH WALLS (10B/A6) F. HINGE CONN. TYP. (4/A6) Al q6 G. SIMPSON SA36 PURLIN TO PURLIN, GRIDS 2, 4, 6, 7, 9, 11 (5/A6) " H. PURLIN TO CONC. SHEAR WALL - SIMPSON LSTA21 EACH PURLIN Foundation / Roof Plan #225 EACH SIDE OF WALL (8/A6) OF R J. AM R J0I - SEE 31'A7, 4/A7 ,5!A7 1/16"-1'-0" JOH NO 01 (awl' K. DOUBLE ROW 10d ® 6" O.C. STAGGERED ALONG FULL LENGTH OF GRIDS 5 & 8. '^�----� 291521 SEQUOIA PKWV.,155'15 $EOUOIRPKWY•.J5495 SEOUOIBUP 242 AS SUBMITTED FOR PERMIT 8-6-93 , SUP 99.10241 10 OF 13 - IF THIS DOCUMENT Is LESS Int I TSI IjT l� I jT TT1 TJ �l1 1995 ' LEGIBLE THAN THIS NOTA'T'ION, 71 � ' 'L_. ' -- 1-- - `� �'L.._ � -�_�?L j I -� 11,x. AUGUST 3U IT IS DUE. TO THE QUALITY OF - _ _ N°36 THE ORIGINAL DOCUMENT. � E B Z "imim, Z B II ��Z I T�� I 8T L'111111111 T9TI� 6SI 7. s L 99 I Z T�lun1111 Illli►IllhJll IIIIIIIII i11i11111111111uullllllilil Ililhlli Illlhu lhlli 1111111111111 11111An111lJl�l 11111ll111ll1 1 Idu�u u1u,l u1111►Ii 1111111N 1{►11111► U Od ca 0 6 6 KEYNOTES C6 ca O 6 LINE OF PANEL ABOVE '10 12 13 14 2. EDGE OF SLAB TYPICAL 21. 3 4 5 7 3. 5" CONCRETE SLAB TYF ICAL (A 350 -_0" 4. T.S. 6" x 60 x 3/16" 0 (3 z 100 -0" 4 112' 5. CONSTRUCTION JOINT T FILLER STRIP AND AT LETTERED ui 75'-0' . - . a too -o" 81-2 1/ , - SEF DETAIL 17/A6 t/2 1/2" -_ 0" 35'.-0" w -2'--_0" 8'-2 J4 651-01 201- 14)05--0" 20'- 11-11 112 4)05'-(r 20'-0' k!qo_q'-Or" 20'-O� J08 1/2* '-5 1/. (7)05--0" _7 _2�0_5�-__0' � --- - GRIDS 7 YPICAL I-It I/;j ) -I - , .1�? -2'-8" V-0" 6. CONTROL JOINT IYPI 'AL - SEE DETAIL 171A6 0 -2- 2'--8» 2'-Ir 2'-0' -2'-gr -4 112' 7. 2'--0" x 2'--0" BLOCKOUT AT RECESSED BASE k! W-2 Ilt- 2'-f 5'-T 4 112- e4 1/2" -1 8. FILLER STRIP TYPICAL rAi C6 cu C6 cd Q� a) ca C6 cn C6 C6 mi Q1 eq m c� ui C, iD IL ad in Qj Q� cj d j 6 6 0 6 9. LINE OF BRICK ABOVE cp I? u 1. 4 - I, L.. 10. B.U. ROOF LAJ U- 11. 19132- PLYWOOD ROOF SHEATHING INT. W1 Z Ir 64 FA H 0ti u:a EXT. GLUE - SEE NAILING PLAN LjLj < 2 V) Q 2'-0" O.C. W1 SIMPSON F26N 14 12. 2 x 6 SUBPURLINS A T A HANGER EACH END TYPICAL CL F0 c f o I r 13. 2,1f" x 18" GLULAM PURLINS C=.689" W1 SIMPSON z 0 to z W 0 IJA�_ I - HW2.618 HANGER EACH END TYPICAL, START PURLIN LAYOUT La (j) Z 6 r- (n U) AT EAST WALL aj F-I I,- to 3i az.41- 14. CONCRETE SHEAR WALL - SEE DETAIL 21A7 I 15. GLULAM COLLECTOR JOIST AT PILASTERS WITHOUT GLULAM (A SEAT TYPICAL AT EAST AND WEST WALLS SEE STRAPPING PLAN C4 0 cy) FO c 16. CONCRETE SPANDREL - SEE DETAIL 101A7 % Zops 17- ROOF FILLER STRIP AT WEST WALL c 18. P.T. 4 x 14 LEDGER AT ALL NORTH AND SOUTH WALLS -- SEE U-) DETAIL 10/A6 FOR BLOCKING cl� 19. P.T. 4 x 6 LEDGER AT ALL EAST AND WEST WALLS - SEE -- ---- r 0 C DETAIL 131A6 FOR BOLTING 14 20. 6"0 DOWNSPOUT AND 60 OVERFLOW SEE DETAIL 15/A6 T 21. ROOF HATCH SEE DETAIL 31A8 Q) L Ro 0 II II II j I M 0 Ln c Q 0 21 _ - --- - - -_ H 00) C; AB 0 0) F.O.C. E C. LE. L • R( 0 201 0 m 0 9 K CL FAS 20 F.0 8 B&LOW WIN2QW m F.O.B. 3 F.O.B. 0 COLUMN _ -Floor Plan #226 A6 3 0 A5 A6 C) -0 c: c a :3 FOOTING SCHEDULE (m 0 MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS 0 REINFORCING REINFORCING 0- 0 :3 1 2 3 5 6 8 10 11 12 < < < 5> (A 5'-6" 5'-6' (6) #5 E.W. (6) #5 E.W. cn 350 -0" E03 6'-3" (7) #5 E.W. (7) #5 E.W. 0 75,-0" 750„ 100,-0'. --------- -So'-o" _ 501-0" .3'-4 V-2" (4) #5 x 8'-7" (9) 'S x 2'-10" 0 37'-6" 37'-s" 50-or - LA_ 501-0" -1__501_-c 3 7'-6' 37'-Ir 1 1-1 1'-11" I/ I I-I 1" 2--1 1 11 T-1 1/2"< 35-9" JO'-2 1/2' 2'-1 1/2 2' 1 2--: 20' 9" 11-11 j? 20'-Q' 20'-9" 12'-8 112- _IL-2 I _�81 2 35'-9* '-8 1 2_7, 20'-9 TM12/2� , " " *NOTE: TO BE ALL FOOTINGS TO BEAR ON ENG. FILL, SIZE AND DEPTH OF OVEREXCAVATION 0 d d 0 u 0 (3 0 ti cI U 6 d I d d c; d 6 (j_ DETERMINED IN FIELD BY OWNERS SOILS CONSULTANT U T/9 19*-2" (5 b d d LZ tl� 1A Igr-�_2- 2 4 rT 19'-5' A t, 5 A7 A6 A7 79 1 5 8 '11 1 15 47 F.0 C F.O.C. F i r+ ]Lp I UK 2 -DO I 16 t OA py, 9 OA 6 10 r --1 0 F.00.-- -- - - T 19'- --- _ - - tD - - - - a --OB -- - -- - ---�, -t - O A6.) 15 A7 ------- x cS T 19'-2" T 19' 2- A6 1 . 14 N -4t if 11 11 09 1 1 17 _E: o x CAT of 16 II A7 n, 2 5-14-92 tn A6 (6, T 14 jN I I (D I A 19' 2' / Ll I I I N -, G DRAWN BY: x FAC, 14 CAW 14 -0 r 18 9 1 Grl CHECKED BY: A x x F L j _j TIB 19' 2; 20 D R W _7 Al F.O.C. 4 x 20 REVISIONS: OA &, 17, -1 G H OA 17 0 r A -A If mk L IJI �F7._177_( 20 x c�U II ci 11 17 G _u Q, -7 1. 6-9-92 5�: OKI 200 I�A6 A (D 0 0� 2. 6-22-92 r -4- -9-93 - .I--- --- - O tAD 3. 7 108 J OM t -jo 6 tn 4 7--14-93 n 13 AW-0 I W) J x 4P � i - 1 5. 8-4--93 u 14 0 CL J Q 8 7 NAILING STRAPPING PLAN 6. 8-1993 0 --30-93 As II 5 A OA F*.0 C. 7. 8 On A. P[ 8. 8- A X 4 CAJ PLYWOOD NAILING TYPICAL C r�LL, 1.) 10d 0 6" O.C. 0 EDGES OF SHFET 31-93 2.) 10d 0 12- O.C. 0 INTERIOR OF SHEETS CA) 17 21 A6 j:-, z no 7 r 7�-I I' B. DOUBLE ROW 10d 0 4" O.C. 0 GLULAM BEAM, D _1_ _ a. A6 -0" OF O.S. WALL, TYPICAL AT GLULAM BEAMS W11 IN 8' II r-L'-., 14 C. (1) SIMPSON ST6236 0 LEDGER 0 PANEL. JOINTS 0 NORTH UD x MAC r--- C) 12 AND SOUTH WALLS (9/A6) 991, ALL RIGHfS RESERVED L X ! r I DO -------------- o A6 x x THESE DR WINGS AAE THE PROPERTY OF L---1 19 T �m .# u TOO Itz�l 6'-0" O.C. TO SU13PURLINS TYP. 0 MACKENZIE SAITO&A _j D. SIMPSON MTT28B 0 6SS1,),1IAT11 ---J0 A)AND kR NO TO E �E. :41 18 1 * 11 11 9 ce) 0 1 EXCEPT WITH THE 09 ti) (L) W) EAST AND WEST WALLS (13/A6), (1) ROW NAILS TO SUBPURLIN DUCED IN ANY MANNER ION OF M/SA on PRIOR WRIITFN PERMISSION hx\ - r1 E. SIMPSOA MTT25B TO PURLINS 0 8'--0" D.C. TYP. ALL NORTH SHEET I --1 11 T 17'-11" 10 11 12 13 4a01 15 0 0 AND SOUTH WALLS (106/A6) 16 +(-8---- I n F. HINGE CONN. TYP. (41A6) A6 X , X. x ,4 il� G. SIMPSON SA36 PURLIN TO PURL-IN, GRIDS 2, 4, 6, 7, 9, 10, 12, 14 (5/A6) 8- c:) PK 11 ro,c t! PURLIN TO CONC. SHEAR WALL - SIMPSON LSTA21 EACH PURLIN Tit '--B' to U) ,-17 (0 8 Z 0 11 - I __ __ EACH SIDE OF WALL (8/A6) L___J L-A 0 OL _j _j L.. J F.0.c A 3 L F 0 C. /K DOUBLE ROW 10d 0 6" O.C. STAGGERED ALONG FULL OA J. GLULAM COLLECTOR JOIST SEE 31AT 4,'A7 5/A7 T I/'-S" T 16'-10' Z= - LL+- - LENGTH IN, _LJ 1. 1 OF a 9 (A, Foundation / Roof Plan #226 CA) --- 20 JOB NO. co WY.,15575 291521 py -c,0495 SEQUOIA PK sEouolA w laUp 93-042 AS SUBMITTED FOR PERMIT 8-6-93 BUP 93.02411 ,I OF 113 nTTTFT� 1995--, VT7T !TT 11 Tp.7 Jill T 7(jTTjTjTj1T1 'V�]T,Tj 1 6 . 11 1211 AUGUST 30 ` I IF THIS DOCUMENT IS LESS -7=T TIT17YTITNo.se LITT1, LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF I b 9 3 Fill THE ORIGINAL DOCUMENT. �yyg1ZLTZ 1IL i fli HIM if L9 lllll 5,50 -0 7-1 �00 __0 os'-o" =12', F.0 S. +0K �50 -0' 1 7 Ats 10 N T LA H1 G SLOPE 1" 2x12. --__--#4 O 1'-0" O.C. E.W. -_ wI n —DAP TOC OF BEAM r ___.�� Q, �� TO ACCOMODATE HINGE ►- 3 1%2" - P.T. 2x6 Wi16d NAILS AT CONNECTOR � B.U. ROUE ON PLYWOOD /2'` �/ 12" O.C. CAST IN -- 8.L'. ROOFING OVER PLYWOOD - CONT. / \� ----B.U. ROOF ON PLYWOOD i FLASHING CLIP ( -FLASHING CLIP AT 8" O.C. 4* x3" o 4" x/8" WITH J� `` P.T. BLOCKING SIMPSON SA36 ACROSS U 112- CLR. (2) 3140 x 4" I I - .-_ 0 -GL. BM. N.yy-S, -----GL. BM. - SEE PLAN FOR 1 �^`-- GL BM. WHERE NOTED ON i SIZE 1/2'� i 2 1/> o o ..._ _0 NAILING AND STRAPPING PLAN � SIMPSON HC2CTA 75 HINGE Q � --- -WATERPROOF COATING ON CONNECTOR UNLESS NOTED ----------BASE R 1/c" x 8" x 6" BRICK j CONCRETE PANELS BEHIND ON PLAN _____ ------ - - - PURLIN SEE FRAMING PLAN (2) SiDE R'S 114 x -- � BRICK TYPICAL. I FOR SIZE AND HANGER Z 1/4 (+j 6 112" x 11" - - - 2 --METAL BACK FLASHING o I 0 0 o Li r W%(SLOTTED HOLES - ;- r - 1 -FIBER CANT \ 1 O ~ Z iY 1/4" ,� 11' x 6 1/2" s[oE R /2 0 1 (1) EACH SIDE 1/2 ,,• o o ----- — - 1. _ W L 01 3115 _ _- I i ', I AS \ -BASER i/2" x 6" x R" c B.U. ROOF ---� ~ I I � NU � .0 �- _- ` �� - \\ -___-51MPSON VB BRACE Z /-1 a U W - - - -,- - ROOF PURLIN LINE A T EACH 0 o - ASTER BELOW GL BM. SEE 0 AT Z _ _---PILASTER o E a - R 3/4" x 4" x 8" W/ - - �- ---- --- - w n 7 r a FRAMING PLAN FOR SIZE � �p� (2) 314" x 4" N.W.S. 1/4 SIDE OF COLUMN. SIZE W O O _ t1p m ® AS REQUIRED FOR GL. BM. C] I �C (n c� 3 Z a CONCRETE PANEL ? `---- GL. BM. � Q � N N ir O 1 1/2 �1 112" 14'\ E312 Old a 0 a.U (8) �!6 c -- -^ AS V — ICAL BEAM PILASTER CONN. Q - �,— - a HINGE CONNECTION Q 5 PURLIN/PURLIN CONNECTION 4 GL. BM./PILASTER SECTION Q 2 TYP BEAM/ PILASTER 1 1/2"-1'--0" 6 TOP VIEW 1 1/2"=1'-0" 3 FLASHING AT PARAPET' As 3/a =1 -0' a - 4'-0" Kill) _ 8 � _ . N --4--- --- -- ---- 3/a" DIAMETER P.B. WITH � (] TYP. N (1f1f1 SiMPSON LSTA21 t + + �1 PURLIN AND--/ 1/2 TO TOP R PURLIN - SEE PLAN FOR U C� STRAP BEYOND 112 TO PURLIN + - /" j SIZE AND LOCATION �1 O / U_ GI) LEDGER - SEE PLAN FOR +- O� -�� -_-_ B.U. ROOF ON PLYWOOD --`�� __ ,.- SIZE AND LOCATION � � n O SHEATHING ` -- - - u� O N L. BM. SLOPE SEAT AS -� r I - - -- -- REQUIRED OR SHIM TO , _.__ _ _ , oA LEDGER ELEVATION L ASSURE FULL, FIRM BEARING I ONT, LEDGER BETWEEN �A6 1 1/2' = 1'-0" AT BEAM SEAT I PANEL JOINTS Q EDE/CONC. _ 10A U .. a 1/4" x 1'-6" x 8 112" I \-(I) SIMPSON ST6236 W IiO a 3 A6 .- '0 (3) 7 E.F WITH (4) 3/4" DIAMETER M.S. 1 A7 EACH LEDGER SPLICE 4" ❑ • w + _ -_ 1 AT PANEL JOINT ;, =v)m a ----RAMSE TR 3/4"0 ITW _ c _ _ .�_-- 10A •-,�-- _ � -_� RAMSET TRUB01.7 (WITH PURLIN AQ SPECIAL INSPECTION) V AT EACH PURLIN T. 4 x 14 LEDGER Q- `1 P.T. 4 x 6 WITH 1/2"m A.B. �' - SEARING � 718" x 1'-6" \ SEE DETAIL 10A/A6 FOR = PURL.IN - SEE PLAN FOR O AT 4'-0" O.C. � x 6 7/8 ---------SHEAR � BOLTING �,r �1�-- SIZE AND LOCATION 1/4 I I "1`----SHEAR WALL. \ � ��\ CONCRETE--- - ' - SHIM I I '�---- T.S. 6 x 6 x 3/16 __- _ PANEL -LEDGER - SEE PLAN FOR P[RMA BARRIER 5/� UP 18" MIN. -� - -SPANDREL GLASS PANEL JOINT SEALANT------- SIZE AND LOCATION LA FACE STOREFRONT I.S. FACE OF CONCRETE - s CONCRETE HEADER REINFORCING Q TYPICAL COLU�"�I CAP a 8 PURLIN TO SHEAR WALL Qrg LEDGER _ I toe LEDGER BOLTING Q As 1 112"=1'-0" Ag 3/4..^1'--0" s 1 1/2 =,._0 As 3/4"=1'-0" 01 As 1 1/?"=1'-0 0 —BRICK FOOTING -� FTG. CONN. 'C' —EDGE/CONC. J PANEL t0 FOOTING-- APER Z -----2'-0* x 2'-0" BLOCKOUT CONN.-ONE EACH ENO / - EACH PANEL TYPICAL /� -- CONN. 'B' PANEL TO PANEL 4'-0• SMITH 1010 YC L _ 1/2" ,. BASE R 314" x 10" x 10' - I SMITH 1080 YC Q •\ WITH (4) 3/4"0 RAMSET CONN. 'E' 6" AT MID HEIGHT PANEL } LL ;Q - ( TRUBOLT TORO dc1372 AT FOOTING TYP. CONN. 'B' - L x 1/4 AT 4'-O" O.C. 6 5/8" EMBEDMENT - AT PANEL GA. A7 2'-0" O.C. z - FIBER CANT 1 E & BEND WEB AT TOP FOOTING a cr L. _ BOTTOM TRACK FOR MIN. ---T.S. 6 x 6 x 3/i6 V) co % (3) y10 iRK SCREW ATTACH In MTT28B AT 6 -0" O.C.OiWtIH (1) STUD AT EACH VERT. 114 wj> $ AILTROW NAILS AT SUBPURLIN 3 2 ANGLE W/ #10 TEK SCREEWS --' 0 o Q - -- --- _ 2 AT 1 " O.C. / c��___�_� �--- SIMPSOV LTT7_ AT 4'-0" O.C. FTG. :� m WITH 3/4"0 ITW RAMSET ----L 6 x 3 112 x 1/4 x CONT. r--• TRUSOLT WITH SPECIAL INSPECTION --- - --- (2) 2 x GL BM. I cr o 6" 14 GA. TOP & BOTTOM TRACK - � 2x4•-- 4-7 11 -___ I I -- -- -. ASE R 3/4" x 10" x 10" `\\` _ _- \ - ---- ------' "m OVERFLOW, DAYLIGHT - I I CONN. 'B' TO OUTSIDE, SMITH �l1770 i \ 2 x 6 SUBPURLIN \, 1 '-,-:------PANEL TO PANEL CONN. BRASS VERIFY HiGH? { i _- '\ WITH OWNER. 1 I I -NON-SHRINK HIGH CONN. 'C'---- A f 1'-0" BELOW 70P R - -- -- A BARRIER - STRENGTH GROUT �'- P.T. 4 x 6 LEDGER j U MIN. 1 1 ( - -----FOOTING - SEE PLAN WITH 3/4" DIAMETER P.B. - - FOR SIZE AND REINF. �I_ AT 4'--0" O.C. NOTE: TYPICAL (2) PANEL TO PANEL CONNCC7:ONS �� --6"m INTERNAL DRAIN I l� REQUIRED FOR ALL PANELS EACH END A - ---` i----SEE SOILS REPORT FOR Ir - FOUNDATION SUPPORT DATE_: 5-14-92 4 ,a PANEL TO PANEL AND FOOTING 15 DOWNSPOUT/OVERFLOW DRAIN DRAWN Y: ECTION AT WINDOW HEAD Qr12 TYPICAL BASE PLATE Q 13 STRAP AT SUBPURLIN/WALL CONN. CAW i 8K A I 1 112" 0" Ag 3/4"=1'-U" u2 3"=1 3/4"=1' 0" N g 1 112"=1'-Q" n As CHECKED BY: DRW RE\,iSIONS: A DIMELYSIS?1V� DIMENSIONS 1. 6-9-92 A_9" A=9" 2. 6-22-92 B=112 PANEL + 112" B=112 PANEL + 112" 3. 7-9-93 i� 1/4 ---(2) #5 AT 4" O.C. - 4. 7-14-93 13 -5" CONCRETE SLAB c A5 _--._-.___--- ------ -._ ? 112" x 6" x 3" A 5. 8-4-93 Vn F.�d@.EU _A' ca v, _.�--- ----U.S. ALUM. 2 x 4 OFFSET 6. 8-19-93 tI f - --- WINDOW SYSTEM ^_ - �/� ;' 7. 8-30-93 N ,--CONN. AT 1 -0 BELOW - TOP �' AND AT i'-0" ---- ---16 GA. TOE' TRACK _ ABOVE THICKENED EDGE 8. 8-31--93 BTM/"BRICK s .° ♦. 4 -- - BTM 7`;1LL - ~- � ----FUTURE GYM . BD. - �, � � --�--� O � 2 5 x 9" -�- Z 5 AT 4" O.C. 7 1 --CONN. 'B' 2"0 PIPE 1 2 •. .. .. n, '�} 1/� ( ) EMBED E' --- /2" x 3" x 9" ---- COLUMN AT 4'-0" U.C. SET IN EPDXY -- -�- - -- -L 2" x 2" x 318" x 6" o " 4'k • �,� n. EMBED 'B 1990 MAANFNZIE,7�-�TD TD RESSSOCIATES,P.r 20 GA. METAL STUDS -- COARSE EMAD GRANULAR BASE CONN. 'C AT 2'-0" O.C. _I f r�- EU EQ 2 1/4" DIAMETER x 8" CORE �'-0. 3 -- �E rR NOT kEBE USED OR R M s X \", ---KEY JOINT CONTINUOUS ( ) / ANDARE NOT 1O IS USED ORw{RnE��rt/o v� a DR[LI_ HOLE " 2 1 2" m x 3" NELSON WELD PRIOR w"RIITEN'PERuiss�r»�CEeTYr n1E M i j 4 12"�a A CONSTRUCTION JOINT I - STUDS (ALT. (2) //5 x 6") SHEET —T1` --L4" x 2" x 1/4" x 6" - CONN. 'A' --- AT 16" O.C. - a' REMANUFACTURED ZIP-STRIP EMBED 'F' A6 f 4 TOP & BOT. CONT. _ `�----- :�-� ..` ; •+-- _-- ' - ----------- 1/2" PUNCHED HOLE �., •" • • NOTE: (2) CONNECTIONS REQ,IIRED AT EACH PANLL JOINT t`1 CONNEC110N C�� BEND LINES 0� { CONTROL JOINT NOTES AND INSTRUCTTON5: - _ p[ B —4 NOTES AND INSTRUCTIONS: _-_ - WELDING STEEL REINFORCING TO BE ASTM A-706 GRADE 60 � WELDING STEEL REINFORCING TO BE AS7Tul A--706 GRADE 60 JCB N0 0 BULKHEAD WALL DETAIL T7 CONSTRUCTION/CONTROL JOINTS 18 WELD EMBEDS/CONNECTIONS 1s WELD EMBEDS _ _ Q 20 PANEL TO PANEL AT CORNER 291521 I 3 1' -o' Do As 1g 3/4.,_1'--0' �� 1 3" ,. 0„ � �. SEQUOIA 41<Wy 15495 BEOUO-A PKWY.,15575 AS SUBMITTED FOR PERMIT 8-6-93 BUP 93-0241 BUP 93-0242 12 OF 13 - .�4.._.... ��' �� '1g r 1 i11� ' 1995 IF THIS DOCUMENT IS LESS ��i'1"1111T� I ' b 1 IT-�T-j 1 I I I li T 11T 1 T 1Ti 11 l LEGIBLE THAN THIS NOTA'T'ION, I 41 ' I � I I l�!FI 1 AUGUST 3 � -1� W 36 IT IS DUE TO THE QUALI'T'Y OFTHE ORIGINAL DOCUMENT. ` �Z AZ LZ 9�Z it ` I T IIID!III�IIIIIIIIIIIII1tIIiI1IiII�IIII�IIIIIIlII�IIIIIIIII�IIII IIII�IIIIIIIIIIIIIIIIIIIIIIII IIII�Ill�llll III1�1Illlllll�lllllllll�lllllllll�l IIIIII�IIIIIIL11�lUIlIIII�UII l��ll�.11llllllllllllililllllil rr I�uul�lu�uu uuliiii u�ilui i -- 3' x 7' HM DOOR 3 ' -�� _- -----ROOF HATCH - -� -2 x 6 TOP RAIL --�- -- BLOCKING U �� ---ROOF FRAM NG ° - A8 Q 4 x 4 POST-, TOE NAIL END T I �_ POST TO WALL WITH (2) 16d -- - - A'. - - --- - - NAILS AT 16" O.C. /' 3'-G" HIGH GUARDRAIL-- ----- uuW a 4 RAILS WITH (2) 16d �-- 0 N �- -- 2 x 4 AT 24 0.C. -_- L 1 0 NAILS A7 EACH POST --- - -- ca hl i AS) 28 w 314-0 RUNG— [ •_] -r 17 --- -2 x 4 KICK - +� (,� p� X 00 4 x 4 POST --+- -LADDER TO PLATFORM - BENT ---- 0 � AS -ROOF- HATCH WITH w I v► O N 'k - SEE DETAIL 2/A8 ��-- RIGID iN.`dILATION _ -- SIMPSON H3 ® BLOCKING ` (n a m - - 3/8' x 3' x 2" x 8" BLOCKING s - - WITH 1/2"0 x 3" -- TOP k BOTTOM y�� Q O POST TYP. = OPNG. �_ I_AG BOLTS TO --5/8" PLYWOOD DECK ON 2 x 6 �� - 2 z 6 TOP PLATE Q o a SAFEiY CHAIN - --- - cl�_ i SOLID BLOCKING _ _ _ / A7 2'-0" O.C. ` 4'-0" U.C. MAX. -R00FIN: SYSTEM � c • KAT Q ' -- - _ SPACING -- -- I / F \\ ' iIMPSON STC AT 2'-0" C.04D 0 O' c I --- - 4" CANT w o -DOUBLE 2 x 6 RIM JOIST STAGGERED • + I • v . I lc. M 2 x 6 A7 2'-0" O.C. BLOCKING 0 ►- 1 -A I 12d TCF NAILS EACH �_ N a 0 �'— Wi5/8" TYPE "X" GYP. BD. LADDER CONN. ROOF SHEATHING - A-- Vr" END OF BLOCKING - - 5/8" TYPE 'X' GYP. BD. Q C w r (n C 0 pT Q1 0 ON INSIDE FIRE TAPE TO MEZZ. — -- p 0 - ------ w -- --2 x 6 BLOCKING EACH SIDE r1 0_ LADDER TO- - OF POST Li 0 0 (V> ROOF BEYOND — - - - N • m 4)i�LADDER TO ROOF - - -SUB-PURLINSIM TO LADDER I -(2) 1/2"0 THROUGH BOLTS -(2) 2 x 6 TOP PLti iE �, 0 0(2) 2 x 6 W/SIMPSON U26--2 w - W/WASHERS EACH SIDE-- HANGFR EACH END TO PURLIN (( w W } - - - -- SEE 2r A8 / l` -2 x 6 BLOCKING EACH SIDE -----2 x 6 STUDS AT 2'-0" O.C. Ne y N 2 x 6 CLG. •JOIST .AT V-4" 0.C. WITH f4 % OF POST WITH 5/8" TPE 'X' GYP.BD. (} = _ m n 2A �-- ROOF SCUTTLE SEE 3/AB 3/4" PLYWOOD DECK /�� 3/4" RUNG 4 z 4 POST EACH SIDE Q (� rn t 0 A8 FLAT BAR RAILS__'_____ AILS _ 7 OPENING SIZE TOP VIEW ___ -_____ __��__ � Qoaa 1/2" x 2" ___-.- ._...-_________� ELECTRIC ROOM PLAN (BLDG. 226 SIM.) 3 ROOF HATCH DETAIL 4 GlUARDRAIL DETAIL 5 ELEC. ROOM WALL TO ROOF 2 x 6 s'.uDs A r 2'-0" O.C.------- TELEPHONE EQUIPMENT ON MEZZ. i 1/4"=1'-U' I WITH 5/8" TYPE 'X' GYP. BD. 3"_1'_0" Ag 3/4"_1'-0" /0► 3"-1'-0" 2x6P7. PLATE - � WITH P.B. AT 2'-0" O.C. 0 �.� e3/8" x2" x3" N 0 WITH 1/2"0 P.B. N nnn FIN. FLR. u 2 Q) 04d 2B U C) �2ACCESS LADDER T „ 0 A ELECTRIC ROOM 3/4 =1'-0" '_ Ln Loa O ONQ ,..- 0 -n C ) v U � 0 V) J LLL D 4# ' DEI: �T. DATE: 8-19--93 DRAWN BY: ti 8K CHECKED BY: . i n REVISION EDITION LCLOSING Z DfJF: 6 8-19--93 NEW SHEET iAACKENZIE;SAITO 4 ASSOCIATESP.C. I'Mi. ALL RIGH tS RESERVFD 1HESE "."S CARE THF. PROPERTY OE MACKENZIE/SANG ♦ASSOIATES.PC (1, A AND ARE NOT TO BL USE2 OR fPdO- D CED IN ANY MANNER, EXCEPT 0TH THE PRIOR WRITTEN PERMISSION OF SA O SHEET .=A r.. A 8 OF 8 1 JOI.3 N0. OD SEQUOIA PKWY.,15495 SEQUOIA PKWY.,15675 291521A S SUBMITTED F Q R PERMIT8-6- 9 3 BUP 93-0241 SUP Y3-0242 00 13 OF 13 _.-----.-•_.___ _.--.-.__........_...:__.._�... �.............w.........„...,....,....................,.�... „��...:u.ral�lYs4emrr,:_+•,r -u.;,_..._.. _ - :•.-rr.�1�1�..rwc�esMMawaww.�.w. ' IF THIS DOCUMENT IS LESS T1 l 11T 1 Tjf 1 rT 111 TT ri l�ilWT— No, ilT� 1 r LEGIBLE 1'IIAN THIS NUTATION, 1 61 __n871 � 11, 111, 1 AUGUoT 30 IT IS DUE TO THE QUALITY OF 7AQ s.,. THE ORIGINAL, DOCUMENT. � I illl Illl IIII�IIII Illl�llll IIII�II!I I Illllll�lJlllllll�llllillll�lllllllll�lllllllll�ll1111 lllllllllll�lllilllll�llll IIII�IiII llllll I Ilillilll Illlll�l IllUll1111ll11u11 lililllllllill�l►��►�I�iui�uillL�►�ullliiil�iii�lllii�i►il u�t�iiullill�ul iill illl iiiiluil