5888 SW 77 TERR_EB-90-097-009 'Top": REVISIONS BY
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G5NERAL NOTES: APPLICABLE ITEMS OF CILA�TER 8C OF METRO CODE-RE INTRUSI I ON AND
BURGLARY SECURITY
I.DO tZT SCALE DRAWI4Z, LEE FIGIJ:�ED DIME!"ISIONSS ONLY, CONTRACTOR SHALL 77/ 12./C]
I. All locks on 'exterior- doors shall b6 capable of resi'sting'a force
VERIFY- ALL DIMENSIONS AND CONDITIONS, IN EVENT OF CONFLICT NOTIFY —any movable direction- and in accordance. with
scandards'set forth in Mecro Code 8 C,
ARCHITECT BEFORE PROCEEDING.
2. All sinRle extlerior,swing I doors shall have alock co be key operated
possible key changes or locking
Trom excerlior wicTi a min. oT-6U00 L
2.CONTRACTOR, SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT auxiliary single dead bolt with hardened bolc inserts.,
PROPER OPENINGS AND CHASES SHALL'SE PROVIDED. 3. The accive I leaf o I f D I al I rs of excerior swinp doors 'shall hive same
ro c7—a r-e n� cer 9. The inactive
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s a 9 requi P, .' .11 have muliiple poinclocks with
ITTER SHALL BE�REMOVED PRIOR TO PLACING s Of d r. -h
3.ALL VEGETATION AND ORGANIC MP -h s
I r - - ir , wi th inserts
in. throw b.lot
FILL.FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT 4. LSlidin 1 shall be,provided with' sliding door dead bolt;s
ass doors-
r
HOPE THAN 12" IN DEPTH AND TO 95% DENSITY A'23 PER A.S.T.M. PROCTOR t or p�inn.t removable or.operable from,exterior.' at the
'TOR TEST. jamb, head, sill or at meeting mullions. ' These doors shall be
TEST' CR MODIFIED PROf reiniorced in the strike and lock area to main6in bolt scrength
effectiveness, if necessar have no screws
y., and such doors shall
4'.VISUAL INSPECTION OF SOIL INDICATES A SOIL BEARING, CONDITION OF 2000 removable from Outside which would facilitace ready entry from' "e,
oucside., ,
PSF,SHOULD OTHER CONDITIONS BE ENCOL-WERED,'THE ARCHITECT SHALL BE
5. Not appli able. UVP7r--r-7 6At e!`4c:;' TfZLISS,
c Le
NOTIFIED BEFORE PROCEEDING WITH THE WOW.
6. Hin es on exteriSE
shall have non removable� pins.
5.CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COt-PRESSIVE
STRENGTH 7. Jacbs of all ex'terior'offsec t oe in-swing doors be rabbected', or oE
ve-n-��erea�cins c�epurpose
IN 28 DAYS AS FOLLM)S: similar tabricacion. ED pre of che' strike
and the integricy of locks and la1cches.
�FOUNDATIONS AND SLABS ON GRADE 2500 PSI
B. SiEgliq s in ing,, exterior doors if wood shall be solid'coreNof nor
S AND BEAMS 2500 PSI
COLUMNS
Ness
CONCRETE COVER FOR ALL POUIRED IN PLACE CONCR TE SHALL BE AS FOLLOW" 9. Class and exterior'doors shall comply wich the American,Nacio6al
FOUNDATIONS 3 INCHES S-c--an-d-a-rUs--In-s-t-j-c-u--re-r-s-- Standard 297.1.�
1-1/2 INCHES ithin
COLUI`1NS M visic,2_p_�Mels-in exterior doors-other than glazing w 410'7 of the
SLABS ON FILL W.W.F. AT CENTER OF SLAB in e locking activating device of loose and swinging doors shall U-) W I,-
comply with American National Standards, Inscituce's - Scandard 297.1. N'.
11. Slidin lass doors and windows shall be-installed and constructed
6.REINFOPCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615 so c at no pane can e i ce -from the cracks when in che locked
position and so as to comply with the Architectural Aluminum Mfgs.
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE 60 SPEC. WITH Assoc. Standards for Forced Entry Resistance, AM& 1303.3 Cq CJ cr
A MIN. YIELD STRENGTH OF 60,000 PSIX SHALL BE DETAILEDJABRICATED AND
PLACED AS RECOMMENDED 13Y A.C.1. 12. Hoc applicable. Z
13. Hot applicable.'' E5 Ll I L-�-r U F -rA4z- Uj
7.W�LDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.T. M. A-105,D1OJE3LE W.W.F., 14. Fronc -main entrance doors shall be prov'ided with a door scope or,
ZaaF (
r
v sion raneTs.
36" ON EA. SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC F71 Td:+4 0 o S
7 FOOTINGS. 15. Doors and wind2�!�� 0-gron Products: (or equal)' sliding door
No. awning winnow ri-6717700-4�®rl�zoncal_ rolling No. 5713. ?,aer FeL-r �;H cPY,
8.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE,CONFOFNING TO A-S.T.M.C90. f7uTwc;;,. -<+,r&. c::,N &S,- 0
C270,TYPE M. 0 — 0 -
---MORTAR SHALL CONFORM TO A.S.T.M.
to C\j
9.ALL'STRUCTURAL LUMBER SHALL HAVE A MIN. SENDING STRESS RATING fb. 1200 PSI 5 X S 7* Q F 0 0
MIN., UNLESS OIEERWISE SPECIFIED.
10.ALL ROOF JOISTS,TRUSSES,OUTLOOI<ERS,BEAMS A�D GIRI)ERS SHALL BE SECIJFRED WITH
APPROVED METAL TIESCLIPS, AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS.
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11.ALL WOOD IN CONTACT WITH COI`43:ETE OR MASOI`,RY SHALL 135--PRESSI-ARE TREATED. ca
-ION'
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12.PROVIDE SIGNED A1`ID SEALED TRUSS SHOP DRAWINGS Fff) CALCULATIONS FOR , I Vi� M T L. 5 a 11KC-1Z 5' A�,
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ARCHITECT'S APPROVAL. L..4 16
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13.USE ALUMINIUM t1qAILS ONLY FOR ALL ExTERibR wooD WORK.
axisr, au''/LT 41 P r 1-,4 7' R Q OF S-7'
14.ALL STLICCO SCRATCH COATS SHALL BE ALLOWED 24 HOI-IRS DRYlrr-i PERIOD. I I L.,A-r++ Flt4. 1--'
rr_rIMF_-T6P, CAPt-K
15.AIR- COt�IDITIONIIGi SLE��ONTRACTOR SHALL SIMIIT SHOP DRAWINGS TO ARCHITECT r-1 WC1 XOOF
FOR REVIEW PRIOR TO INSTALLATION OF EQUIPMENT. rLA 7
1/4"IF-r,
16.9-BSTITUTIONS OF SPECIFIED PROELCTS *ID/OR MATERIALS BY tQITTEN REf.-O-EST re
TO r+1D SL8'ECT TO FPPROVAL BY OWNER/ARCHITECT. 1/4 IF T,
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