5888 SW 77 TERR_EB-90-097-013 > (�o a6l 14 C, 17 r-0%. W/ 2 57 REVISIONS BY
02-4�(21 001r, 151T ;C U F 5 (i� I'Z"47,C-,
T R-5
GENERALNOTES: APPLICABLE ITEMS OF CMPTER 8C,OF METRO CODE RE�': INTRUSION AND A-�Z
I 4vel gp
'BURGLARY SECURITY
I.DO IiOT''SCALE DRFk)I"3S, USE FIGURM DIME�TGIO�s ONLY, CONTRACTOR SHALL I., All locks "on exterior d I oor I s. shall be' capa6le of r'es' isting'a for q e
-T
VERIFY- ALL DIMEINSIOMS AND CONDITIONS, IN EVENT OF,CONFLICT NOTIFY —any movable direction and in accordance with
ARCHITIECT BEFORE PRO=ING. resistance sca.ndards set forth in f4ecro Code 8 C.
2. All sinRla exterior swing doors shail-have alock to be key operaced --t-
o __-_Famin.___o_f_ 6 T
21CONTRACTOR SHALL COORDINATE WITH DOER AND VARIOUS TRADES SO THAT rr—om exteri r� wit UOO possible key, changes or locking ,',
PROPER OPENINGS AND CHASES SHALL BE PROVIDED. auxiliary I single dead bolt withlbardened I botc ,-inserts.
3., The active leaf of Pairs of ,exeerior� swinr doors shall have same
UFF
c7s as require r s ng e excerior sw ng o ctive
3.ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING leaf of,these pairs of doors shall have muliia e point locks with
518" min. throw bolts',with inserts.
FILL.FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED INLAYERS OF NOT
MORE THAN 12" IN DEPTH AND TO 9517. DENSITY AS PER A.S.T�.M. 'PROCTOR 4. Sliding glass doors I shall be provi I d.e I d with sliding door dead bol6i
&-r-a-601c or—pin not removable or operable from exterior,�"at che ',,
TEST OR MODIFIED PROCTOR TEST. jamb,, hiiad. sill or at meecing mullions. These doors shall be
reinforced in,the stri-ke and lock area to main6in bolt strength
effectiveness, if necessary, and such doors shall have no screws 4�:
4'-.VISUAL INSPECTION OF SOIL INDICATES A SOIL BEARING CONDITION OF 2000 removable from,outside which would facilitace ready entry from
��F,SHOULD OTHER CONDITIONS BE ENCOI-PffERED.,THE ARCHITECT SHALL BE
P outside.
X
45—
NOTIFIED BEFORE PROCEEDING WITH THE WOW. 5. Not applicable. (3� 6AIF,� E;t4C';;' TfZLISSP
ef
6. Hinges' on exterior out swinging s shall have non-removable pins. �cz
5.CONCRETE SHALL' HAVE A SLUMP OF 5" MAX.� AND A MIN. COtIPRESSIVE STRENGTH _n'O LZ
7, Jambs of all- exterior offset, t pe in-swing door'si'be ribbetted, or of
IN 28 DAYS AS FOLLOWS: similar tabricacion, co pFie'veri-c--a—ereacing -cii—epurpose of che strike
CZ
and the integrity of locks and latches. -
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
ors
n if ood
C3
a. Si Ila win in exterior do shall be solid core,,of not
COLUMNS AND BEAMS 25W PSI �5 J
Ye ss C 318" th c
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
9. Class and exterior doors 'shall comply with the American,Nat ichal
3 INCHES
FOUNDATIONS Standards strc'uces - Standard 197.1.
COLUMNS 1-1/2 INCHES 10. Visi 11 1 in exterio I r doors other t I han glazing uithin 40** of the
SLABS ON FILL W.W.F. AT CENTER OF SLAB inside locking activating device, of loose and swinging doors shall, tr) W P_
comply with American National Standards Insticure's - Standard 297.1.
11. Slidin , glass doors and windows shall be installed and constructed
6.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S-T.M. A615' _&Z La a a ul
so crat no--p-a-n-e-ol-c-a-n-Fea--rint—c-ewg-from the cracks when in the locked
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE 60 SPEC. WITH position and so as to comply with the Architeccural'Alumin= HE g s.
' A MIN. YIELD STRENGTH OF 60,000 PSI.IT SHALL BE DETAILEDJABRICATED A;D Assoc. Standards for Forced Entry Resistance,. AA1% 1303.3 CJ Ct
ZP 12. Not applicable.
PLACED A" RECOMMEJZED BY A.C.I. CC
13. Not applicable., E3'U I L-T Ur -rA4'z- Uj Z W
7.KLDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.T. M. A-105,COJBLE W.W.F.- 14. Front main entrance doors shall be provided with a door sc ope or,
VT—sion paRels. rzaa f= ext5;T.
36" ON EA.- SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC to
FOOTINGS. Doors and winda!j�� 0-ron Froducjs�. ' (or equal) sliding door f7l TC+4
3��
No. awning window f�6�37W,__T—orizonral rolling No. 5713. Cj
FaL- r :PH 5;4�' CPA
MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORIIING TO A-S.T.M.C90. FFZF--
MORTAR SHALL CONFORM TO A.S.T.M. C270,TYPE M. WP- TF1J5SF--S
CIJ
9.ALL STRUCTURAL LUMBER SHALL HAVE A MIN. SENDING STRESS RATING fb 1200 PSI S 7' 0
MIN., UNLESS OTHERWISE SPECIFIED. ODA%
_j
S.a U_
10.ALL ROOF JOISTS,TRLt3KS,OUTLOOKERS,BEFtS PtID GIRDERS SHALL BE SECURED WITH
APPROVED METAL TIESCLIPS AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS.
Uj
11.ALL KM IN CONTACT WITH COCRETE OR MASONRY SHALL E39 PRESSURE TREATED. S, W/
CrUts C)PTION,�� W
12.PPOVIDE SIGNED RZ SEALED TRUSS 9-101? DRAWINGS FUD CALCULATIONS FOR SX7- WA t�L- Z
-JIVe MTL.
ARCHITECT'S APPROVAL. S c I a E-L" :!kTavoraw 0 N <
Ire rl--a'57 T4+F-u Wv -rgU5;�;65
13.USE ALLIMIr'lUM, NAILS ONLY FOR ALL EXTERIOR WOOD WORK.
Zi
14.ALL STLCCO1 SCRATCH COATS SHALL BE ALLOWM 24 FV_RS DRYIrrx PERIOD.
E) &-X / Sr. 8U/L ;r 4/P /=I-,47' RqOF S T .
rF_PIMF_-TpP, eAULKjW-j, CAL)L.K LIAT4
8,V14 r IJe
15.AIR COt�DITIONIW3 _qJB-CONTRACTOR SHALL SUBMIT SHOP` DRAWINGS TO ARCHITECT FIACK 06-001"rG
FOR REVIEW PRIOR TO INSTALLATION OF EQUIPMENT. PLA 7- XOO,=
16.SIMT ITUTICI"1S OF SPECIFIED FqX)UCTS *D/IDR MATERIALS BY WRITTEN RECCEST ' HEAD _DET_AIL_ A/0 7-E *t-, 1/4"/f:r 7
4
TO A�D SL6__ECT TO APPROVAL BY DNER/ARCHITECT. ---------------------1"MI
I C-- f�M t-1A-r,_-14 tX,I S T -r.6,-7. #e I -r 1/4 RIF T�
4--4tl-5� + 4
A
At,- FVI* 2)r��Z 14- W0. eLKNrA, A
ZL-), _
�_Cr5rose Fifl�, ALL
N
CNUI-14414C" E�XIG;7, F1�ZCF'LA(=F_
-TL<
3 N
L AT H FF_UT 0 0 0.
F X t-tl 14 6ii
PLY\VM Sflfr__, c�
A
t-ITL,
T-rr. -5 T FZ- A r--Y,15 T. WA-L L
J,
T W
4y-
< 0
SILL DEtAlt, _j
0 U_
U_
a U�4iT
W
'-V/ K0U1C-r;7 CaF41a4eC:TI4::"t14 'r&> W
Z <
FOS t-4T-4 WOOD FRAME DETAILS _4 I-> A I-Z W;7. E�,H ( E!,�, 15�'rL_ 5 C-A-77 W
(3� COWC, C4PL, + L3H- 5TL. R,4t-4GSF_
t4 C. E�r-T, Ul
_T
t
�eoH 40rcl 0
pm H,
'91&-P
F:�p r�o 0
F2SEJ. Z W
ROOF PLAN 1/4
-rr
(10r,, 4:11t, I+ 1341TO U)
++1t4rsF- 0
E�,Ur-� We-LL- m W
"Ut,4 177, W
'5jU,:Za4P lz;'H HTL. t�AT�
R"r-i \01 11" �;-r U;2 5
(P?a- SaTe) a�4 S74VVeP
F-.&f&-r W,&L L W/ r�T� 2,-,4 CO
F;,�T PL \H1 1/-%"A 6,-rO -T I E;
-3 A
;2 4- �;TU PS 6� a,d S-r F-.& To
71C Z C6 3i
C-y,1,5ar C__-,7F4C, 0 (6
L2_1 4- To r (1-r
OD
a)
15-T 1161ca CD
to
H W H . .,-- A C C L 0 S E.T�3.,/''4 t-AA-I L�0,0y, OR -('10 11 H.) a 0 F-a 'T
f7 LISA 6X Lyk 5 5 'Irl.' E�Xt.C,
PI-T Va�7 S 1476,- (-t Y
ID
KrTCREN OR Al PNOVED
_III4 1/'ZI1 E�Y\T G I-,
SAD-ROM UGM MTECTBR 41 C1_1*Y OF SOU'fij. Date 4-1-1/1 e_>
Scal W�i
120 V. e
iZ4
Ofai rT, -2, A 4-
LIM SIDE �-3-7o Drawn
OF SVITC" AI DATE CHAIRMAN
SVITC" LEG
P14ASE CONWOM Job C10a"!7,&
SMOKE DETECTOR CONNECTION DETAIL tus. Sheet
SF= DETEC-rMS &V" BE 11%RD VaRM'(110 \RXT TaE) TO ?, tM-Swrial-
"tZ MOM4 OR IMMMOM LIOMNG CIRMIT, WM 13ATrMy BhCX Up AND MAILBOX DETAILS 1/2 FRONT GATE DETAILS 1/2 SECTION 1 /4 A-3
WIL Wr DS C=== mm mic LoAD sim or A crnmn r,-o,,-r Irl"M 0 a .Nomm
T_
Of Sheets
0 N�RAL N ,F�PPL71CABLEITEHS I
C
L-. 1
M TL. 5ar
AT� 4 170��r
Ca�
24X35 PRPMDONNO�1000HCLEARPAINT*