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G5NERALNOTES. APPLICABLE ITEHS OF CI li 8C OF METRO CODE R E: INTRUSION AND 6/14-10
BURGLARY 'SECURITY
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I.DO,ii SCALE DRFkIIW--.S, USE FIGURED, DIME SIONS GNLY, CONTRACTOR SHALL locks on exterior doors shall be,capable of resist ing'a,force
—any movable direction and in accordance with
VERIFY� ALL DIMENSIONS AND CONDITIONS, IN EVENT OF CONFLICT NOTIFY o
resistance standards set forth in Metro Code, 8 C.'
ARCHITECT BEFORE PROCEEDING
e�ext er�ior.sw�Ind�oors shall have alock to be key operated
51 1
-4–
r, or locking
M..�ete L.r Ic m,n. 00 possible key changes . .....4
2.CONTRACTOR SHALL COORDINATE WITH DOER AND VARIOUS TRADES SO THAT auxiliary single dead bolc with hardened'bolc inserts.
PROPER OPENINGS ANDZHASES SHALLIBE PROVIDED.' F., 'doors
3. The active leaf of oairs-of-excerior Win sh.all�,have same
ToF7s__a_s_r_eq_ui—r_e_9 for �s ing le_7ixcerior swing dqors. The inactive
leaf of these pairs,of doors shall have mu 161plie point locks with
VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING 5/8" min. 'throw bolts:with, inserts.
TILL.FOUNDATION:SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT bol6o"
4. Slidin plass doorg shall be provided with sliding door dead
MORE THAN 12", IN DEPTH AND 7 0 9 5% DENSITY AS PER A.S.7.M. PROCTOR `Tc or—pLn not removable or operable from exceriori t he
or a Syo
TEST OR MODIFIED.PROICTOR TEST. jamb� head, sill or at 'meecint mullions. These. doors shall be
reinforced in the strike and ock area to maintain bolt strength
" effectiveness, -if necessary,. and such doors shaLl'have no screws
4';.VISUAL INSPECTION OF SOIL INDICATES A�SOIL BEARING CONDITION OF 2000 removable from outside which would facilitate ready entry from L
outside.
PSF,SHOULD OTHER CONDITIONS BE ENCOUNTEREDi ARCHITECT SHALL BE IX, 6A-f�'L-G, E:r-4:7 Tf?-dS5,
Not applicable. 1c,,
NOTIFIED BEFORE-PROCEEDING WITH THE WORK.
6. have non-removable pins.
i4_
5.CONCRETE SHALL HAVE A SLUIP OF 5" MAX. AND A MIN. COtIPRESSIVE STRENGTH 7. iambs of all exterior offset cvrxe InL-swing doors be, rabbetted, or of
Ica-Elon., to pre e
e-f-eating the purpose of the strike
IN 28'DAYS AS FOLLi simiTar 'fabi' v Fit
and the integrity of locks and latches. 4
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
2500'PSI !Umi-le swinviniz e_xte-rio-r- d-o-ors if wood shall be' solid corei not
S 1------------------
COLUMNS AND BEAMS,
ess
C(3tqr
RETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
9 Glass and exterior'doors shall comply with the American National
FOUNDATIONS 3 INCHES Scin-dards Insti cuce s - Standard, 297.1.
in panels in exterior doors other than glazing within 4 , L. to W
COLUMNS 1-1�i`2 INCHES 10. Visio 0" of the aminal
i—nsidelock.ing activating device of loose and, swinging doors shall \N1
SLABS ON FILL W.W.F. AT CENTER, OF SLAB dards tnsticuce's Standard 297.1.
comply with I American Nacio nal St an to
6.PEINFIORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615' Il. Sliding glass doors' and windovs shall be installed and constructed
so that no panel can e ecT-from the tracks when in the locked 0
SPECIFICATIONS FOR NEW, DEFORMED BILLET STEEL AND TO GRAM 60 SPEC. WITH position and so as co,comply with the Architectural Aluminum Mfgs. Cd
Assoc. Standards for Forced Entry Resistance_ AA1% 1303.3,
A MIN. YIELD STRENGTH OF 60,000 PSI.IT SHALL BE DETAILEDJABRICATED AND 12. Noc, applicable.
PLACED AS RECOMMENDED BY A.C.I.
13. Not applicable., fill I ii Lu Z
7.KLDED WIRE FABRIC (W.W.F.) SHALL CONFORMITO A-S.T. M. A-105,DOUSLE W.W.F.- 14.' Fronc main entrance doors shall be provided with. a, door scope or, MATC-4 GY,15;T,
36" ON EA. SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC vrsion piain.ris. , 11 1 1 f7ITC44 45 500iti CL
15. Doors and- windows" by Yale 0aron products: (or equal) sliding door
�Orlz`oncal rolling t1o. 5713.
�, a F, w'_Lft`cow Faii
FOOTINGS. VN 51A�l CPA
S.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPECONFORMING TO A.S.T.M.C90.
MORTAR SHALL CONFORM TO A.-S.T.M. C270,TYPE M. tn CQ M
9.ALL STRUCTURAL LIUMBER SHALL HAVE A MIN. BENDING STRESS RATING fb, 1200 PSI 5 Z 7- 0 0
MIN., UNLESS OTHERWISE SPECIFIED.
man
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\1D .GIRDERS SHALL BE SECUPED WITH
16.ALL RMF joISTS,TRESEs,ounowERs,'BEArs A 6
APPROVED METAL TIES,CLIPS AND ANCHORS TO TIE BEAMS' OR BEARING PARTITIONS. C)
11.ALL VOOD IN CONTACTWITHCONU�ETE OR M PM43Y SHALL Etl�,PRESSIJV�E TREATED W
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SHOP DRAWINGS *1D CALCULATIONS FOR rf`-&IJIVI�i MTL. 5arMr-5_,i
12.PROVIDE SIGNED AK) SEALED TRUSS 0 cu <
a (rllosc. -TIE E1111ti-1 4 :�,-ruvr,7ep? T4+F?-U W;7
ARCHITECT'S APPROVAL. ra-r WA L�Li cc <
13.USE ALIUMIrIUM NAILS ONLY FOR ALL EXTERIOR WOOD WORK. t7ayV45;r-,1LL-r -ra (r,�c
A R O)w Cal-, 6,OA
14.ALL ST1UCCO1 SCRATCH COATS SHALL BE ALLOWED 74 HO1_1RS DRYIrr-I PERIOD. Y, I S r, 8 UIL 7 UP Fl-,4
rcrimr-lep, eINULKIW-111. CAPM 8 t/a r Ue
15.AIR C%IDITIONF,133 SUB--CONTRACTOR SHALL SLUiIT SHOP DRAWINGS TO PRICHITECT FACK MVP1 OCI _yl FLA 7- X00 F
FOR REVIEW PRIOR TO INSTALLATION OF EQUIPMENT. 1/4 VF
' HEAD ...DETAI L_ 1 -07
16.St.Hz-TITUTIONS OF SPECIFIED PROECICTS AND/OR MATERIALS BY tIRITTEN RECII-JEST /V -a
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SMOKE DETECTOR CONNECTION DETAIL KTi Sheet
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