5888 SW 77 TERR_EB-91-016-001 REVISIONS BY
L�O-r, �,TifWUF5 Iso a.
15;/,1
V 2- 5; t b C-H T 1a; Cc) C,-,P_H 6 9-5
GENERAL NOTES: APPLICABL' E ITEMS OF C11XFTER,8C OF-METRO CODE RE: INT' RUSION AND, A-2-'
_7t�
_BURCL-ARYSECURITY
!.DO IQT SCALE DRFk)IN3S, USE FIGYED DIMENSIONS ONLY, CONTRACTOR SHALL
1. All locks on Lxcerior.,doors :sliall be capiable of rest'sting-a- force -7/ 12./'l
,VERIFY _ALL, D1MENSI94S AND CONDITIONS, IN EVENT OF CONFLICT NOTIFY movable-direction and in accordance with ap
ARCHITECT BEFORE PROCEEDING. resistance standards set forth in flecra Code 8 C.
doors' shall hAve.alock co,be, key operated
2, All single exterior swing orgoo
a r
rrom exterior wicff a min possible, key-changes or locking .
2.CONTRACTOR SHALL COORDINATE WITKOWNER AND VARIOUS TRADES SO TKAT auxiliary I single dead bolc'with 'hardened bolc inserts.
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
3 The active'leaf of, oairs' of exterior swins, doors shall have same
I oc�sa s e q e� Lngre�erior swing do679'i . The inactive L
s' "T
ul- or
r
3.ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR,TO PLACING f of the s e pal r s of do. s .h.1lhave multuple poinc locks with
MORE THAN 12" 114- DEPTH AND TO 95% DENSITY AS PER A.S.T.M. PROCTOR ne shall be provided with sliding door dead:bolis
4. Slidi , glass doors
FILL.FOUNDATIONISHALL BEAR ON-.CLEAN FILL COMPACTED IN LAYERS OF NOT 5/8" rain. throw bolts with-inserts
r operable' from exterior "at the
TEST' DR MODIFIED PROCTOR TEST " or -Torr, or pit, not removable o
jamb. head, sill or, at meeting,mullions. These doors shall be
reinforced in the strike and lock area t; main6in bolt screngch
effectiveness, if,necessaiy,�'and such doors shall have no screws
4.VISUAL INSPECTION OF SOIL INDICATES A SOIL BEARING CT"ITION OF 2000
removable from outside which would,facilitate ready entry from
outside'
PSF,SHOULD OTHER CONDITIONS BE ENCOUNTETED,THE ARCHITECT SHALL BE
NOTIFIED BEFORE PROCEEDING WITH THE WORK. 5. Not applicable. le QZ CpAr�PL-S et4r-__` TfZLJSS,�
6. Hinzes.on exterior our swinRj�jg�� shall have non-removable pins.
5.CONCRETE SHALL,HAVE A SLUMP OF 5" MAX. AND A MIN_ COt-PRESSIVE STRENGTH c-type in-swing do o o r's be, rabbected, or of
7. Jambs of all excerior off
evenc�dereacin& the purpose of the 'strike
IN 23 DAYS AS FOLLM)S: -sl-mi-1-3777 TFF-I-c a E i a n, c o� p r
and the integrity of locks and latches.
IND SLABS ON GRADE 2500 PSI
FOUNDATIONS P
Sing I in ip. r doors., if wood shall be solid not
COLUMNS ,AND ,BEAMS 2500 PSI 1 s nz' exterio' core,�of
L
less t
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL' BE AS FOLLOWS-
9. Class and exterior doors shall 'comply with the American-National
FOUNDATIONS 3 INCHES S-c-a-nTa-r-ds--Tn-s-c-i-c-u-c-e"s-- Standard 297.1.
COLUMNS I-i�2 I NCHEZI 110. vjijsjin_,�� in exterior doors other than glazing' within 40" of, the
SLABS ON FILL W.W.F. AT CENTER OF SLAB lnffide�,,locking activating.device of loose and swinging doors shall U.) La ?_
''comply with American National Standards Inscitute's - Standard 297.1.
to
X
11. Slid lawsdoo�rsarfd windows shall be installed, and constructed NZ
6.PEINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615 -so 'e�pfrom the --— — - — — I— — --4- — —":�'— —
so c ac, no pane can i re cracks wh n in the locked
' 4
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AI'D TO GRADE 60 SPEC. WITH position and-so, as to comply with the Architectural Aluminum Mfgs. +
A MIN. YIELD STRENGTH OF 60,000 PSI.IT SHALL BE DETAILEDJABRICATED Am Assoc. Standards for Forced Entry Reslistance, AAFA 1303.3 Cj
PLACED AS RECOMMENDED BY A.C.I. 12. Not, applicable.
13. Not applicable. C:>tjjL_-r Uf7 -rAp_ (:FPP�A Vat. Uj Z
LLJ
7.KLDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.T. M. A-105,00-13LE W.W.F. 14. Fronc main entrance I �doors shall be provided wich a door scope,,or ' N � I
rza,:�,f= ( H/-T,��:i4
36" ON EA. SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC ITUO-, -I-I- �—, � :'-- . 11 11 ti )
15. Doors and windows by 'tale 0-ron ProduScs: (or equal), sliding door
FOOTINGS.
rolling No. 5713. ?1,90 FeL.-r aH 54�;' cPA CM
S.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TP A-S-T.M.C90.
MORTAR SHALL CONFORM TO A.S.T .M. C270,TYPE M. r-/-F,' W P. T F-I j 5-5 F-_5
CIJ
fb 1200 PSI
9.ALL STRUCTURAL LUNBER SHALL HAVE A MIN. BENDING STRESS RATING x 's -r� 9Q QF 0 0 11
MIN., UNLESS OTHERWISE SPECIFIED.
_j
U_
10.ALL ROOF JOISTS,TRUS3,SES,OUTLOOKERS,BEAMS AtD GIRDERS SHALL BE SECLFED WITH
APPROVED METAL TIES,CLIPS " ANCHORS TO TIE BEAMS OR BEARING PARTITIONS.
Uj 0
11.ALL VOW IN CONTACT WITH CONCI= OR MASGRY SHALL BE PRESSLJ�E TREATED.
ca
15-r, a X T Z
12.PROVIDE SIaED 1*0 SEALED TRUSS SHOP DRAWINGS ftD CALCULATIONS FOR
-Osc-, -t1F_ rF-&'41VS MTL. 5arrc- A� 0 CV
ARCHITECT'S APPROVAL. :�-ravc2rw F-5
T4+F?-U WV 'TV-Ue;5;1F-5
'to 0 5 TZ E�5-A Q. VOY-VN1,57raLIT -ra C,0�4 I
A a.
13.1-rSE ALUffr,Ul NAILS ONLY FOR ALL EXTERIOR WOOD WORK.
EXIS7,- fSUILT 4/P F1_A7 E-Y, S 7 .
14.ALL STLICCO SCRATCH COATS SHALL BE ALLOWED 24 HOLIRS DRYF'1G PERIOD. CAULK 4 p1si .
rF_FjMC-TpR eAULyi LA-r44
r 111r
1�ACK ef_VP1 ol�
15.AiN, MIDITIONII-'r. aB-CONTRAc-T0R SHALL SUBMIT SHDP` DRAWINGS TO ARCHITECT
FLA 7- /'�'00 F 7
FM_ REVIEW PRIOR TO INSTALLATION OF EQUIPMENT.
HEAD .,DETAIL.
ULCTS PtD/UR' MATERIALS BY tQITTEN RECO-EST
16-0-BSTITUTIONS OF, SPECIFIED PR
TO RD SLB-ECT TO APPROVAL BY DkER/PFniITECT.
Vi"IFT,
j
4- ir"5; + A VV'1 (41 t4 A L_ �Z J�57 6" a
0 F-t4 rz
A
I/Y�
A
x I- Vy 0. et-KNE;., ZL�
0014 t4 PI-4-;7_U F1 PIPEiz
L)
Fg,')WT 1;1vC- J,�7aX
4
E-x t 5 �Z C_p
CAWI_144146A LAC==
T L
vs,6',W.
LATH F�I_T 00 ric E::
'��TUCCO &IN j+rL, LA-,44
PLY\VM Sflf&. Vp f3�
Ila, ey,-t- e-sFZ f 1
ZU55E e OT44ar- 5�pE5
'T Y f , t"IT L, T FZ- A F CP CO H C, e�M r=Y,15T. Y/ALL
A
N, J,
W
T
4�_
//,4 4y— — +_
U)
SILL D E A I
0 U_
U_
W
UlHiT Q\(3 vr=g E 4P ' C# S"0)-F/ 7-
Uj
<
Z
L.I& HL 5E-"aT
WOOD FRAM5-, DETAILS at4 f-f7l_ at4 r-C-117 W
67 1& E COL, 91H- 5TL . R,&NGF_P_
r3.t W
Z
W
ROOF PLAN 1/4
r a
W <
��Vj -Tqc;� a I= I
I�11 e U LJA%7!EE_0 (�-3) 'e,= T�A r f+I r4 C,E To f , 41 r. f5lP T, A-z
L-INes, 0
'ra 4--,P14C. $-Lr- WX-L L_ W
W
'5;-TU4r-C--> 4P14 HT�.. LAT�
NaT S) z;,H S-Tq Pvi7-p
f,-A-F-A-F'C-T WA L L W r T. 2 Y 4 cri
i,_w�-T 6�Ta T If C-
C
e U5
;2 7,4 5'rups Ic"I aC (S-TF-AFTO F>-,',)
F C6
LW 'z A 4- T r
0
CD
0 OD
TUC
CO
HWH . — A / C CLOSET, 314 L01
Ka.I 1�0-oy,
C-?�I C-,LA.S 5 V-Z" 6yr. �,V.
or
AV-
j
KITOMi OR SHOXE
Date
sAi Ile E:&T GP APPR ` VED
ff
DATMWN MTV DMCTOR
-P7 r-G L L_
CITY OF SOU-j,H
rL-rWC.7, (TrR (1)
T-r F, @1 J�,9 T NIJAMI
Scaie
220 V, H K An PRESERVA110tj BOA 0
e, �T, -2� 4-
LDIE SIDE 777 77 7_771- 7. Drawn r-.J,r,
OF SVITCH
rnTCH LEG
11RA4AN Job Cloav-7.211-1
PH"E CONDUC70R C
SMOKE DETECTOR CONNECTION DETAIL KT.s.
Sheet
vi= =mps muz m mm wim alo v%T wpo w % =i-wr7ai-
ABtZ MOEN OR BATMNLIGMM CIRMIT, WM BATrERY Bk:?C UP AM " MAILBOX DETAILS, 1/2 FRONT GATE DETAILS 1/2 SECTION 1 /4 A-3
sHALL vw sE ca,*== cum Tue um siDE or A IsTrum rF%sn-r rrr")rr
if
7�
FG5NItRi F�PPLICASLE INTRUS�ON 7A11D
T
rA I 1 1,41' 11
�A-5-v C Sheets
L------------------------------j
24 X 36 PRINTED ON NO�1000H CLEARPRMT.