7204 SW DURHAM ROAD-2 a1Mt!�14RVYq•.[*arnnw^1®rr
_ I
77,77
•
KEYNOTES a �
1. 1x6 0 16" OC STUDWALL W/ y,i" TYPE '�' GYP BO EA SIDE UP TO ROOF Com---'--�
2 12' x 15' OHD DRIVE--IN
3. 3' x 7' HM DOOR
W rn
4. SIMPSON HCC TA 7 00
-6 HINGE CONN. TYPICAL ~Q r
ALUMINUM STOREFRONT TYPICAL p,
6. ALUMINUM WINDOWS TYPICAL LID I
U v, x 00 I
7. 9' x 10' OHD DOCK-HIGH DOORS ALONG GRID 1', TYPICAL O h Q N
1 2 34 8. 6"x6" DOWNSPOUT TYPICAL, SEE DETAILS 22/A6 & 23/A6 FOR D.S. GUARD N p°D
9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS & CONIC. LANDING.
10. 2,t�" x 16X" CLU-LAM PURLINS (24F-V4, C = ") WITH SIMPSON Q r' ti
HHB2.6 HANGERS EACH END TYPICAL O 8'-0" O.C. `
i ` 3 4 a�
11. 2x6 NO 2 DFL SUBPURLINS AT 2'•-0" O.C. WITH SIMPSON F26N HANGERS c • (10 .4
EACH END+L TYPICAL. - 0 U..12. %" PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE 0
a�
rn
50'-0' 37'-6'' 371_6" ; OASEE NAILING PLAN FOR NAILING
-- --_-_- _ B I 13. B.U. ROOTING �-~
L O 0
+ (�
! 25'-0" 15'-0" 10'-0" `2'-6" CN14. 4x6 P.T. LEDGER W/ X"m BOLT 0 4'-0" OC (ALONG GRID 1 BETWEEN GRIDS N c o 0)i cn 1
A-B & L-M) SEE 4/A5, AND DETAIL a - I
I - - -- 8/A5. 2 c v
D 15. 2'-0 X 2'-0' BLOCKOUT FOR COLUMN BASE, FILL W GROUT. W p o c,4
F�_
Ec
,_ „ " /
ii - -- F 1 E 1 8 U 16. 4 -0 CONCRETE FILLER STRIP N • a� ai N
d "
17. 5 CONCRETE SLAB, WITH #4 AT 24" O.C. EACH WAY 4) ` M
3 c.) c�
I f #-_- - I I WITHIN 10'-0" OF OUTSIDE WALL, TYP, W
( 18. CONTROL JOINT TYP, O GRID LINES - SEE DETAIL 1/A4, 25'-0" O.C. MAX. Y 4) N c .
19. CONSTRUCTION JOINT TYPICAL - SEE DETAIL 1/A4, 25'-0" O.G. MAX. U `- o o r
14 tJ N -- 20. 2jjx19;. " GLU-LAM BEAM DRAG STRUT W/SIMPSON HH82.6 HANGERS, OFFSET O PANT; Q (D o L
21. C.I. SANI fARY SEWER LINE WITH CI_EANOUTS PER CODE �t c.) n_ a.
CONNECT I 1 ! 1� 1 -I ! ( � OD 22. 6" x 20GA. STUDS O 24" O.C., SEE DETAIL 1/A3
TO SEWER �\ 16 f"' ,5 --___---
-
4 I O w 23 AND SOFFIT LIGHTINGTYPTO BE COORDINATED WITH OWNER'S REP., FOR NUMBF-R, LOCATIUW,
�� • '` '_- t" _I I(A I -- 24. TS 8 x 4 x 3f6 MULLION TYP. - SEE DETAIL 16/A5
A5 3. 2IJ I I 1 1 I I I I ! I
E T
M 25. YARD LIGHT TYPICAL, FINAL LOCATION TO BE APPROVE W
D BY OWNERS REP.
6 D _. E E It 26. CONCRETE FRAME, SEE DETAIL 16/A4 F"^
tf3 27. F_MBED O GL. BM. SEAT NOT O PANEL JOINT: IL' 5" )(.g* W 3 0
i0 Ii�.;l)
O ++ 6" z
ED WELD STUDS, A7 BM. HANGER: USE L 8 x 4 x 1x1?1 . p Q(
.. ` 6 x3.9 ---•n--- - O ° �L
U _
- - - - ao
18 YL A4 t 2
N 25 -_- 2, 6' ._ 5 I�� , _ ?IF�
GENERAL NOTES z dol-, LY
r �' L 1c; 18 OF F it I r r H -
24 r � / n -� ��� " C' 0
! '�" v. PROVIDE CONTROL. JOINTS THROUGH POUR STRIP AS SHOWN C.J. TO BE LOCATEO � z
x3� __ O- I D E U
SQUARE CONCRETE SECTIONS WHERE POSSIBLE,
E J 28 E `O 12 I P I� 1` I I I -{-}- f b. ALL FOOTINGS ARE OF WALL OR COLUMN N C�
9 11 _ UNLESS NOTED OTHERWISE CTI ��,
I c. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES. _j f(� a
I I' d. CONFIRM FINAL LOCATION OF ALL RECESSED ENTRIES WITH OWNER'S Rt P.
iy 1J PRIOR TO POUR OF FILLER STRIP O ON GRADE SITE OF BUILDING. D C.7
J s � s I
pi,.
E In AS I I LL, -�-+ I I I 1 1 1 1 1 1 1 l- Cp X14 I 1.. 6 x31 1 11 6x24
L-- L
o s A kA1y,_b., A4 R O 9'.JtO
I TYP. r:' 1 yIr �a
s so 9h
N , 1+ , I I 1 i - - CL
Al
2 l
6-N x24 I 6 x31 I T I' c;�;x;��l I �YC.O. -
�` I A5 4 NAILING AND STRAPPING PLAN_
f 1 ;-� I I ❑ O !
LJ I I N 1'
`1' E 1 j i 1 i I A. %" PLYWOOD W/10d 0 6" O.C. PANEL EDGES AND 12" O.0
5 r --I 16 r-_ , , ,' I ( A4 INTERIOR SUPPORTS
' B. 2Xxl9y, GI_U-LAM BEAM DRAGSTRUT W DOUBLE ROW OF 10d Q
64 x.31, I I - - I I r; x.i1 y I ,4 W/
ELLC DOUBLE
, - O 3 O.C. SEE DETAIL 11/A5
r I * I ' c' 1 A5 C. SIMPSON LSTA21 0 6'-0" O.C. ACROSS FIRST PURLIN LINE, NEXT TO GRIDS I & 4.
( D. DOUBLE POW OF 10d NAILS 0 3" OC FIRST 16'-0" OF EA BEAM' TYP.
o E i �® i O OE L -_j I .` I I ! N
--' --1 1 ��// I i �, A5 I 1 E. NAIL BEAM W/ 10d NAILS 0 3" OC STAGGERED, FULL LENGTH O
N N 2 "7 YL - 1 A6 2U i III I-
F. SIMPSON ST6236 PURLIN TO PURLIN 0 BEAM W/ (15) 16d NAILS EA. �' z
A6 A4 , I I
9 r- AS LL WAL'_` 1 YF� , � ! I I
F91v SIDE OF BEAM O GRIDS B,C,D,E,F,J,K & L, SIE SEC TION ON 7/A 5.
Q L
! ! 6)(x74 I I I I N a G. SIMPSON MST60 FURLIN TO PURLIN 0 CONC. FRAME GRIDS J, F, & C ONLY. 0 CL
1111
! I 6�(x31h I ( 6 (x 4 I I SEE DETAIL 17/A4 FOR NAILING 0 SHEAR WALLS
E) L__J� L, JI !, ! 27 w H. DOUBLE ROW OF 10d NAILS O 3" O.C. ALONG PERIMETER AT O
o r A3 E r� TOP PLATES & LEDGERS, SEE DETAIL 3/A5,
1 \ 23 S�
In r__ , PURLINS
G If
O AS , 0
II _- CONTINUOUS FTG. L • 6 x24 r (x31 F , i 6 x24
CUT OFF C= - ! O
I/ I OL�-I 1 I
0
1 ( FTG. PRELOADED I I , 0 _j
l4 W/ CONC. BLOCKS ' 1
/'- 1
W) _ I I 2'-2 1/2 TYP I I I
�"'2'•a2 112" TYP I I
5 I OF FTG 26 OF TG li !
I "1 ' I
O - I \►', 6�(x3�` , � I
A ! I _J
O �L_ A
o
4
ROOF SLOPE , I
N INo:12 f T 11
II I� I A`;
K -.- 6(x24 r , 6Xx')IX r 6 x24
Oc=*. I I DATL;
23 I + L JO OLt J i
, I I DRAWN BY:
N ODD BAY 8,_ . IL
SLD/GSB
CHECKED BY:
'�.
0
,6 x24 _ ` -- 6-(x31J� r i gxo x24 r� DRW
;- - �+--- LEGEND r REVISION
c_ ty EDITION
OL-r J i ( ( � �' Z�r5�; (:LOSING
u DATF:
SEE FOOTING SCHEDULE Z
I i 8 -10-95
fi PA.NFI. NUMHERS - 1$-95
nl I IIA
! / _i _1 h� - _ 9.-1-95 o I
r„. N
5 X rn
r-
FOOTING SCHEDULE _
20 20 D � p Op i� � „
A4 I 14 j A4 A�a I'-},) p4 MARK fFN(;CH W!OfIl I fTil1 LONGITUDINAL TRANSVERSE REMARKS
SH(r'R WA(I_ 1 i '`� REINFORCING REINFORCING _
1 .3 10 I I 6
A CONT. 3' F>>" r SEE SPECIFICATIONS FOR ENGINEERED
a n
4'-7" � 4'-7" 1 -0' (4) ,�.� x CONT. #5 ® 1'-0" O.C. FILL RELIUIREMENTS. rn
� 2'-6" �4'- I 4'-7" -
F.1 MAL t_P4Z1E,'SAITO✓1 AI, i.RC�', O
Et 6'-9" 6' 9" 1'-2" 8 5 x 6'-3" SEE SPECIFICATIONS FOR ENGINEERED
- fpBS. 4U 4I(1115 RESCN VF I�
25'- 0" 25' -0" 37'-6" _ 37.-6" O N- (8) f/5 x 6'-3 FILL REQUIREMENTS.
iff.:+E p�gqA1Y AIR• IMC PROPfRTv r'
. MA(10ENbE SAYD 4 AD5CCIA1f. M, M -
// ( /pS :.
A AND AR2 Nqi t0 U9C,p REt'R0- 0
40'-0' 45'-0" `- 40'- U" (� $'-0" 8'-0" 1'-2" (8) #5 x 7'-6" (6) #5 x 7'-6" SEE SPECIFICATIONS FOR ENGINEERED a ANY 11/y/,�c cxcr�T-AAA F LL REQUIREMENTS, r�c,d w"IrirTrN �e�in'�4c�i cr•M'raA
2 I? d'-0" 4'-0" 1'-0" (4) #5 x 7'-6" (8) #5 x 3'-6" SEE SPECIFICATIONS FOR ENGINEERED SHEET 3
A3 M a
O 10'-0" l0'-0" 3'-6" r` c�
T'(P, PILE CAP SEE STRUC. DETAILS 3
FLOOR/FOUNDATION/ROOF_FRAMING PLAN - C,
RAI
AI
J-20-9i i
Q
f, I
r
Durham Road,7204 JOH NO
9UP 95.0292
loft
295190
PILE CTAP RECORD SET 3--20-90
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