7204 SW DURHAM ROAD BLDG Q r
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KEYNOTES _
1. 2xb 0 16" OC STUDWALL w/ %" TYPE 'X' GYP 80 EA SIDE UP 11 Ro Of
2. 12' x 15' OHD DRIVE-IN (n
3. 3' x 7' HM DOOR W UD
cD
4. SIMPSON HCCTA 7-6 HINGE CONN. TYPICAL o N_
5. ALUMINUM STOREFRONT TYPICAL c c0)i� 1
OD
6. ALUMINUM WINDOWS TYPICAL L) rn x C4
t 7. 9' x 10' OHD DOCK-HIGH DOORS ALONG GRID '1', TYPICAL Q v) ° cv
/ 8. 6"x6" DOWNSPOUT TYPICAL, SEE DETAILS 22/A6 & 23/A6 FOR D.S. GUARD (n � m M
` 2 3 > 9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS & CONC. LANDING. to 1- 6 0
10. 236" x 1636" GLU-LAM PURLINS (24F- V4, C = ") WITH SIMPSON Q ° a
HH82.6 HANGERS EACH END TYPICAL 0 8'-0" O.C.
I I � " . rnx
1 3 4 11. 2x6 NO 2 DFL SU13PURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS c G Q
rr 8 U h 12 %" PLYWOODH END ROOFSHEATHING 3211t INT. W/ EXT, GLUE 0 O
�- 0)U1 70
�o A SEE NAIL 'NG PLAN FOR NAILING -- c } I r-
25'-0'
13. B.U. ROOF-ING
50'-0" 37'-6" 37'-6" - I_ - H 14. 4,6 P.T. LEDGER W/ -X"m BOLT ® 4'- 0" OC (ALONG GRID 1 BETWEEN GRIDS N o ° a'
25'-0" 15'-0" 10'-0" 2'-6" 1 - A-B & L-M) SEE 4,/A5, AND DETAIL 8/A5. W ° c o N
{ Fj 15. 2'-J" X 2'-0" BLOCKOUT FOR COLUMN BASE, FILL W/ GROUT, . 0)r4
16. 4'-0" CONCRETE FILLER STRIP N
0 + ' I L v 1 17. 5" CONCRETE SLAB, WITH #4 AT 24" (J-C. EACH WAY Z m 3 O o
Ln6
- N b WITHIN 10'-0" OF OUTSILE WALL, TYI'LA_ i W
18. CONTROL JOINT TYP. ® GRID LINES - SEE DE All_ 1/A 4, 25'-0" O.C. MAk. Y ,n C
� * v
0 I - p 19. CONSTRUCTION JOINT TYPICAL - SEE DF_TAIL i/A4, 25'-0" O.C. MAX. Q rn t o
I C 1 20. 236x1936" GLU-LAM BEAM DRAG STRUT W/SIMPSON HHB2.6 HANGERS, OFFSET ® PANEL ED p _L
N 21. C.I. SANIT"RY SEWER LINE WITH CLEANOUTS PER CODE � Q O Q fl
22. 6" x 20GA. STUDS 0 24" O.C., SEE DETAIL 1/A3
CONNI CT __ _ -- ---
TO SF�/ER � �-• - b r� - 15 _ �' ,_ 23 AND SOFFIT
TYf�[�HT1NG TO BE COORDINATED WITH OWNER'S REP., FOR NUMBER, LOCATION,
24. TS 8 x 4 x -y6 MULLION TYP. - SEE DETAIL 16/A5 L "1
h LL.7
1 s.5. YARD LIGHT TYPICAL, FINAL. LOCATION TO BE APPROVED BY OWNER'S REP.
26. CONCRETE FRAME, SEE DETAIL 16/A4 ~
A5 E % 3'-2" I � 6 D E - D 27. EMBED 0 GL, SM. SEAT NOT O PANEL JOINT: " R 5" x 9" W/ (3) i" 0 x 6" Z
I o 7 0 4 / V l- - HEADED WELD STUDS, AT 8M HANGER. USE L 8 x 4 x 1" x12". LAA pos
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A4 2 v �I I •°j - G - 0
,� YL 45 11 9 II , 12 n H GENERAL NOTES
�+ p5 2' E" 41,1 AS
Tr 1d OF F A5 I I 11 I - a. PROVIDE CONTROL JOINTS THROUGH POUR STRIP AS SHOWN, C.J. TO BE LOCATED Z ( w
r L}F , -� < t A )- - E E - D TO PROVICE SQUARE CONCRETE SECTIONS WHERE POSSIBLE. - ��-Xki1J1 Q
---�'-- �--� - D �! OF WALL OR COLUMN UNLESS NOTED OTHLRWISE. M � �J
_ � _ _ b. ALL FOOTINGS ARE � J
1 4 ' ----------1 10 _ I } I I } } -+ _ C. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES.
20
12 1 11 I I _ - F--
' o -A5 A4 A5 I I _- 6 _ - d. CONFIRM FINAL. LOCATION OF ALL REC�SSED ENTRIES WITH OWNER'S REP. ''^^
PRIOR TO POUR OF FILLER, STRIP ® ON GRADE SITE OF BUILDING. v) m �V
µ 1 19 •. _ 17 � `.� 9 I I � I I I
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�- L •J -�"� •J, I I NAILING AND STRAPPING PLAN �
A 4 (�� -' i NTS <
A o 21 I I I A. %' PLYWOOD W/10d ® 6" O.C. PANEL EDGES AND 12" O.C.
N I t 21 I I INTERIOR SUPPORTS
1•...
~ E 1 26 i I I A4 B. 236x1936 GLU-LAM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d Z
N" 8 = t� r , r ' ) x 1 14 ® 3" O.C. SEE DETAIL 11/A5
(- I 6)(ix31,1 I -�) _ __-` __ _ I I 1 6)(i - --- A5 C. SIMPSON LSTA21 O 6'-0" O.C. ACROSS FIRST PURLIN LINE, NEXT TO GRIDS 1 & 4. O
ELECt
ELEi L___J L _J 1 1 - -- D. DOUBLE ROW OF 10d NAILS • 3 OC FIRST 16'-0 OF EA BEAM, TY Z
o I i O O I 1 qy _ E. NAIL BEAM W/ 10d NAILS 0 3" OC STAGGERED, FULL LENGTH
0 1 I I F. SIMPSON ST6236 PURLIN TO PURLIN • BEAM W/ (15) 16d NAILS EA.
ir) 2 22 YL - 1 A6 A4 I I w SIDE OF BEAM ® GRIDS 8,C,D,E,F,J,K & L, SEE SECTION ON 7/A5.
cli N A6 A5 TYP TYP j I ( va G. SIMPSON MST60 PURLIN TO PURLIN ® CONC. FRAME GRIDS J, `', & C ONLY.
9 ALL WALLS
r- r , r -T' I I V) SEE DETAIL 17/A4 FOR NAILING ® SHEAR WALLS O
- - ---- I - I 6 (,x24 ��--I i 1 _ 6 x31 I j' I' 6,x24 I I-
G I • I E C= ►" 1 • 1 . 1 • • 1' C= 27 �w H. DOUBLE ROW OF 10d NAILS ® 3" O.0 ALONG PERIMETER AT
4 L_ JO L_ J^ OL__J ) I I to TOP PLATES & LEDGERS, SEE DETAIL 3/A5. \
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t A3 30.-0, I ----
1 23 _ START " ---- - Q
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13 _ I u g I E3 LTJ ,I I �/ 1 8-10-95
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1-.27 I I _ t I1 1 PANEL NUMBERS 2 R--1i3-95
I I 3 9- 1 -95
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-� .- :,, I - FOOTING SCHEDULE
20 20 D D D 2 O- 10 14ARK I FNGTII WIDTH fiFPIH LONGITUDINAL TRANSVERSE REMARKS
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A4 14 ('-,, A4 � 11- �3 C.0 A5 a 1' 0" A4 REINFORCING REINFORCING ' 11
SHEAR WALL LJ - SEE SPECIFICATIONS FOR ENGINEERED � / !
12 3 10 1 6 O CONT, 3'-6" 1' -(1" 4 5 x CONT. #5 a 1'-O" O.C. I ' nuE
( ) N FILL REJIJfREMENTS. 11995E RICNISRESERVEp�S,PC
4'-7" , 4 -7" 2'-6' 4'-7" 4'--7• SEE SPECIFICATIONS FOR ENGINEERED
(8) /�5 x 6' 3" (8) #5 x 6'-3' \ HESE CAPA/-INGS ME n1E w+uoERr�,�F
FILL REQUIREMENTS, AAC%WD 7AfTE5N)f ro 8'0 a*vRE R s
25' 0" 37'-6" 37'-6"
_ _�. SEE SPECIFICATIONS TIONS FUR ENGINEERED / \• � cEt�MI AS MANNER Exc�EPT rwTM �+
/ ,,� ! '�/ FRIOR -R+III N VERM+SJON fX 4/Sn
-_-��40'-0' _ 45'-0" --- - 40'-0" O 8' 0" 1'- 2" (8) #5 x 7'-6" (8) #5 z 7'-6 FILL REQUIREMENTS. 1`•// 1 SHEET
- - -- - - - -
--- SEL SPECIFICATIONS FOR ENGINEERED S T
1'-n" (4) #5 x 7' -s" (e) #5 x 3'-6''
_ ,--- �. � Durham Rd,BIdaA,7204
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O10'-D" 10'-O" 3'-6" TYP. PILE CAP SEE STRUC. DETAILS Y tot t
FLOOR/FOUNDATION/ROOF FRAMING PLAN ^^''�� 5'_R;
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I 1/16" 1' W. A-1
3-20-96
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295190
PILE CAP RECORD SET 3-20-96
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