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TITLE
REVISIONS
CHECKED
JOB NO.
DRAWN
DATE
SIIEET
OF
SHEETS
STRUCTURAL NOTES
' GENERAL:. � '� •'' •�'�'�•• • . STRUCTURAL AND MISCELLANEOUS STEEL: .r°° •
1. ALL WORK PERFORMED: SHALL BE IN CONFORMANCE TO THE 1..' ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM THE LAI-EST EDITION
OF AISC:.• SPECIFICATION. r
h.:,. EDITION OF THE 2001' U.F.C. ,2001 U.M.C: ,2001 U.P.C. °
2001 N.E,C. & 2001 U.BUILDING CODE. .2. ALL STRUCTURAL STEEL SHALL BE ASTM. A-36, BOLTS AND NUTS SHALL CONFORM
TO ASTM A-307 UNLESS fdr)TM 0-T-1-IERWISE PIPF COLUMNS AND TUBULAR STEEL
9
2.
WHERE NO SPECIFIC DETAIL, SECTION OR INDICATION IS GIVEN:
SHALL CONFORM TO ASTM.. A-53 GRADE B.
TYPICAL OR APPROVED STANDARD PRACTICE DETAILS ARE TO
.
BE USED.
3..
WELDING ELECTRODE SHALL BE AWS. E70XX OR EQUAL (NON -CONTINUOUS IN-
SPECTION REQUIRED, DESIGNED FOR HALF STRESSES).
3.
ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED
BY THE CONTRACTOR; AND NOTIFY THE ENGINEER OF ANY DIS-
4.
ALL WELDING PROCESS AND INSPECTION PROCEDURES SHALL CON FORM TO -TI-IE '
CREPANCIES BEFORE PROCEEDING WITH
WITHAND AND/OR BEGINING ANY WORK
/
AMERICAN WELDING SOCIETY SPECIFICATION D 1.0 LATEST EDITION. ALL WELDING SHALL
BE PERFORMED BY WELDERS CERTIFIED BY -HE LOCAL BUILDING DEPARTMENT, IN
4.
IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS
OR DETAILS. FIGURES ON DRAWINGS GOVERN AND LARGER SCALE
'
A SHOP OF AN APPROVED FABRICATOR. ALL FIELD WELDING SHALL BE" PERFORMED
DRAWINGS GOVERN OVER SMALLER SCALE DRAWINGS.
°
UNDER THE CONTINUOUS INSPECTION OR A SPECIAL DEPUTY INSPECTOR APPROVED
t
.
BY THE LOCAL BUILDING DEPARTMENT.
5. •
THE-. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH
5.
STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW
THE ARCHITECTURAL, MECHANICAL AND ANY OTHER RELATED DRAWINGS
AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES BEFORE PROCEED-
PRIOR TO FABRICATION.
ING WITH: AND/OR BEGINING ANY WORK.
6.
A_ CERTIFICATE OF FABRICATION FROM THE FABRICATING SHOP OR A REPORT FROM
6.
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF FLOOR, ROOF
THE SPECIAL INSPECTOR MUST -BE FURNISHED -1-0 THE JOB INSPECTOR PRIOR TO
AND WALL OPENINGS WITH OTHER DRAWINGS. OPENINGS NOT SHOWN
FRAMING APPROVAL.
ON STRUCTURAL DRAWINGS ARE NOTE PERMITTED.
WOOD FRAMING:
FOUNDATION:
1.
FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH, GRADE MARKED BY W.W.P.A. OR
1.
DESIGN SOIL BEARING IS 1,000 .P.S.F.SANDY CLAY
(
W.C.L.1.R. AS FOLLOWS, UNLESS 01-1-IERWISE NOTED ON PLANS:
VERTICAL FRAMING:
2.
ALL FOOTINGS SHALL EXTEND INTO FIRM NATURAL. SOIL OR APPROVED
211X '4"& 4"X 4."......... STANDARD GRADE OR BETTER
COMPACTED FILL A MINIMUM OF' 12" AND FOR EXPANSIVE SOIL A
2% 6"& LARGER ......... NO.2 GRADE OR BETTER
MINIMUM OF 24
6 X 6 . & LARGER ......... NO. 1 GRADE 'OR BETTER
`
HORIZONTAL FRAMING: '
3.
EXCAVATIONS ADJACENT TO EXISTING BUILDING OR WALLS SHALL NOT
2% & 4"X:................... NO.2 GRADE OR BETTED
EXTEND BELOW AN ANGLE OF 45 DEGREES FROM THE BOTTOM OF THE
6 X& LARGER................NO.1 GRADE OR BETTER
FOOTINGS OF THESE ADJECENT STRUCTURES, OR THE CONTRACTOR
SHALL_ PROVIDE ADEQUATE SHORING FOR THE EXCAVATIONS.
2.
PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE AS NOTED ON PLANS. PLYWOOD
'
FOR SHEAR WALLS SI-IALL BE STRUCTURAL 1. ALL SHEETS SHALL BE GRADE MARKED
4.
WHERE EXISTING FOOTINGS, CONCRETE SLABS, . PIPES, UTILITIES OR
AND CONFORM TO PS'--:1 95. ALL PLYWOOD SHALL BE BONDED WI -1 EXTERIOR GLUE.
01-HER BURIED ITEMS ARE REMOVED, WHERE NEW SLABS OR FOOTINGS
ARE TO BE LOCATED, ALL EXISTING LOOSE SOIL SHALL BE REMOVED
3.
EACH PLYWOOD SHEET SHALL HAVE A -MINIMUM AREA OF 8 SQUARE FEET AND A
AND RECOMPACTED TO A MINIMUM OF ' 90% OF MAXIMUM DENSITY.
MINIMUM DIMENSION OF 2 FEET IN ANY DIRECTION. INSTALL WITH JOINTS STAGGERED
IN ADJACENT SHEETS. WITH EACH SHEET CONTINUOUS OVER 2 OR MORE- SUPPORTS
5.
ALL FILL SHALL IDE COMPACTED TO A MINIMUM OF 907OF MAXIMUM
AND ]'HE FACE GRAIN PERPENDICULAR TO SUPPORTS FOR FLOOR AND ROOF SHEATH -
DENSITY IN .A000RANCE WITH ASTM D-1557. FILL SHALL BE PLACED
ING, AND PARALLEL TO SUPPORTS .FOR WALL SHEATHING. ANY HORIZONTAL JOINTS
UNDER THE SUPERVISION OF, AND TESTED AND CERTIFIED BY, AN
IN WALL PANELS SHALL OCCUR IN BLOCKING EQUAL IN SIZE TO WALL STUDS,
APPROVED SOIL'S ENGINEER.
4.
WOOD PLATES IN CONTACT WI-1-1-1 HORIZONTAL SURFACE OF CONCRETE OR MASONARY
CONCRETE:
.
SHALL BE PRESSURE TREATED DOUGLAS FIR.
1.
ALL CONCRETE SHALL BE MADE WITH'. STONE AGGREGATE AND SHALL
-ATTAIN A MINIMUM' COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 PSI.
5.
ALL NAILS SHALL BR COMMON WIRE NAILS WITI-1 MINIMUM NAILING PER TABL.-E 23-II-8
OF THE CODE. UNLESS SHOWN OTHERWISE.
2.
MAXIMUM CONCRETE SLUMP SHALL BE 3".
6.
ALL FRAMING HARDWARE SHOWN ARE STRONQ TIE CONNECTORS AS MANUFACTURED
3.
CEMENT FOR CONCRETE, MORTAR, AND GROUT SHALL BE TYPE 11. OR
BY THE SIMPSON COMPANY, UNLESS NOTED OTHERWISE. INSTALL PER MANUFACT-
3Z CONFORMING TO ASTM C-150. AGGREGATE SHALL CONFORM TO ASTM
URERS RECOMMENDATIONS.
C•:-33.
7.
BOLTS SHALL CONFORM TO ASTM. A-307.PROVIDE WASHERS UNDER ALL BOLTS,NUTS
4.
LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE
r
AND SCREW HEADS.
ENGINEER.
:8.
DOUBLE JOISTS BENEATH .ALL PARALLEL WALLS. SOILD BLOCK BENEATH, WALLS
5.
NO PIPES OR DUCTS, OTHER THAN CONDUIT, -SHALL BE PLACED IN i
PERPENDICULAR TO JOISTS.
STRUCTURAL CONRETE UNLESS SPECIFICALLY SHOWN. ALUMINUM
g,
ANC( -TOR BOLTS SHALL ,BE 5/8" DIAMETER 'X 12" LONG WITH 9" MINIMUM EMBEDMENT,
CONDUIT(-IALL NOT BE USED.
UNLESS NOTED 01 {-IERWISE • ON PLANS. SEE : PLANS FOR SPACING. INSTALL NOT LESS
6.
VERIFY WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS
° THAN 2-BOLTS IN EACH PIECE OF SILL PLATE, WITH THE FIRST BOLT WITHIN .12 OF
LOCATION OF ALL ITEMS. EMBEDDED IN OR ATTACHED TO CONCRETE.
THE END OF THE PLATE.
7.
t
DRYPACK SHALL BE 1:3 CEMENT SAND MIX.
10.
JOISTS OR RAFTERS FRAMING FROM OPPOSITE SIDES OF BEAMS OR WALLS . SHALL BE
LAPPED A MINIMUM • OF 4" AND SPLICED WIJ_I-I 4-16d NAILS,., UNLESS NOTED OTHERWISE.
8.
ALL ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE PLACED
-11.
BEAMS BUILT UP FROM 2-2"X MEMBERS SHALL HAVE ALL PIECES FULL LENGTH AND ,
i
BEFORE POURING CONCRETE.
SHALL HAVE 1/2" DIA. BOLTS AT 18" O.C. 'STAGGERED TOP AND BOOTOM 3" FROM '
THE EDGES, WITH THE FIRST BOLT 3 1 /2" FROM TIDE END.
REINFORCING STEEL:
1.
ALL DETAILING, ERECTION, AND FABRICATION OF REINFORCING AND
12.
ALL FLUSH FRAMED 2% CGNNECTIONS SI-1 LL BE MADE WITH SIMPSON "LUP," SERIES
ACCESSORIES SHALL CONFORM TO THE MANUAL OF STANDARD
HANGERS, UNLESS OTHERWISE NOTED ON PANS.
PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE. ;
'
13.
ALL FLUSH FRAMED 2-2"X AND LARGER Q011NECTIONS SHALL BE MADE WITH SIMPSON
2.
REINFORCING STEEL SHALL CONFORM TO ASTM. A-615, GRADE 4-0:
"B" SERIES HANGERS, UNLESS OTHERWISE NOTED ON PLANS.
,3.
REINFORCING SHOWN CONTINUOUS MAY BE LAPPED 3T BAR DIAMETERS
14-,
LAP ALL 2-2"X TOP PLATES A MINIMUM OP 4-'-0" AT SPLICES AND NAIL WITH 10r 16d
IN CONCRETE, UNLESS NOTED OTHERWISE.
EACH SIDE .'OF EACHSPLICE, UNLESS . NOTED OTHERWISE ON PLANS. WHERE TOP PLATE ,
`
IS CUT,. ADD A 1 /8, X 1, 1 /2 METAL STRAP WITH 1 10-16d EACH 1 SII . E OF CUT.
4.
REINFORCING SHALL HAVE THE FOLLLOWING MINIMUM COVER
CONCRETE POURED AGAINST EARTH ...... 3 INCHES
15.
STUDS MAY BE CUT OR. NO1 tCl LED TO A MAXIIAUM DEPTH OF 25% 00 THE WIDTI-l.' GORED
.FORMED CONCRETE EXTERIOR FACE ...... 2 INCHES.
HOLES SHALL NOT BE NEARER THAN 5/8" 10 EDGE O STUD 'AND At MAXIMUM SIZE A OF
5.
WELDED WIRE MESH SHALL CONFORM TO ASTM. A-185. LAP. ONE FULL
4 0% OF STUD WIDTI T.
MESH PLUS 2" AT SPLICE.
16.
JOISTS OR RAFTERS MAY BE NOTCHED AT TQ)P OR BOTTOM 1-0 MAXIMUM OF ONE -SIXTH
V4iITl-TIN MIDDEL THIRD .0F SPAN. {-TOLES BORED IN
OF DEPTH, BUT.NOT JOISTS OR RAEi -
MASONRY:
ERS SHALL NOT BE NEARER THAN 2" 1-0 THE EDGE AND SHALL NOT EXCEED ONE-TI-IIRD
1.
MASONRY UNITS SHALL BE:
OF THE JOIST OR RAFTER DEPTH.
CONCRETE MASONRY. UNITS, GRADE N CONFORMING TO ASTM. C-90
MEDIUM WEIGHT CONCRETE BLOCK (ALL' UNITS HAVE THE STANDARD
GLUELAMINATED TIMBER
DIMENSIONS UNLESS NOTED OTHERWISE AND ARE 1-0 BE OPEN END).
1.
MATERIAL, MANUFACTURE AND QUALITY CONTROL FOR STRUCTURAL GLUED LAMINATED
2.•
PORTLAND CEMENT SHALL CONFORM TO ASTM. C-150, -TYPE I.OR
CEMENT IS -ALLOWED.
TIMBER QF SOFTWOOD SPECIES SHALL BE 11\1 CONFORMANCE WITH AMERICAN NNI TONAL
STANDARD INSI/AITC A190. 1-1983, STRUCTURAL GLUE LAMi1 �J _ED TIMBER, AND AITC-1 17-
TYPE 1I; NO MASONRY
�-
DESIGN AND MANUFACTURING.
3.
MOTAR SHALL BE. TYPE S; FRESHLY PREPARD , AND UNIFORMLY MIXED,:*
'
! '
(DESIGN
AND SHALL CONFORM TO ASTM.C-270: IF PLASTIC 'TYPE CEMENT IS
2.
THE GLUED LAMINATED TIMBER MEMBERS FURNISHED SHALL PROVIDE VALUES THAT
USED LIME THE LIME PUTTY SHALL BE OMMITTED.
MEET OR EXCEED THE FOLLOWING:
.THE
CIENDING, F13=2,400 PSI I-IORIZOiJ-Tf`,L. SI-1L AR,FV=165 PSI Fc+ (tension face)=385 PSI.
4.
GROUT SHALL BE OF FLUID CONSISTENCY AND -MIXED IN THE RATION BY
COMPRESSION PERPENDICULAR TO GRAIL f=c+ (cornpression face)=385 PSI.
VOLUMES, ONE PART CEMENT, THREE PARTS SAND, OR' ONE PART CEMEIIT
MODULUS OF ELASTICITY, r•= 1,900,000 T'SI.
THREE PARTS SAND,, AND TWO PARTS PEA -GRAVEL.
3.
APPEARANC,E OF MEMBERS SIIALL • BE INDUSTRIAL GRADE.
5.
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMiNG TO ASTM, A-615
-1.
UNLESS •OT1-IERWIS17 SPECIFIED, A. COAT OF END SEALER SHALT_ BE APPLIED TO THE ENDS OF AL
EXCEPT THAT 1 /4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL
ALL MEMBERS AS SOON AS PRACTICAL AFTER END TRIMMING. SURFACES: OF MEM13ERS MAY BE
rnkIFORH TO A` -TM, A-82.
BUT N01 NECESSARLY: SEALFD ,WITH PENETRATING SEALER.
secuRlTY No rEs NAILING SCHEDULE
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1. SECURTIY OPENNINGS ARE CLEARLY IDENTIFIED BYT.
2. PROVIDE DOOR VIEWERS, VIEW PORTS, OR VIEWING WINDOWS
FOR DWELLING OF GUEST ROOM ENTERANCE DOORS.NAUNG
ou td !tom' #ad. joe 1t ^. J 5-16d or 4-w
3. SECURE METAL OR WOOD OVERHEAD OR SLIDING DOORS PER wt0S:J60tra4:'':}r::^.�.::.:.•: .3-16dor-4-Sd
SECTION-6713.atedcr#�iitia;t>o�r 3-8d ,
ptidgitig t08ist,'toe tit) t=til end 2-8d -- + + • ,
4. USE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCOR- J0lmt° v, fmd n"'�"'� 16d top arA bottom of t2ah joist.
DION - GRATE OR GRILLE -TYPE DOORS. SECURE DOORS PER nimjoisttojoists,endrri7C'°'' "' '" :16dtapandboafxnort•acttjoist
SECTION-6714.•llun}oicttosTll,.laerrn'1�.x:�yh,�,F��;::.�:3,��.:.16dt�1G`o.c.+•.r .
Fbor joist tap @Ming, cacti nail n.t 2-16d
5. -ALL SWINGING DOORS IN SECURITY SHALL BE .BUILT IN ACC- 1zt;zatrarovet's>ioor,':=�''ty";,ar�, ;2;ad.;�."`:,`•r�}•
�tlCaii7til tot J1. ixce f •yf?t•'� 4�r1i1, a.Jrpti if �r?,:: r .!: r•
ORDANCE WITH 1-1-JE FOLLOWING REQUIREMENTS: Wider tlm7' 'sufitborslx stung 3-8ti t . ,,, r .
A) WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8 THICK MIN. lop ' oist, to tria E► r�;rt7 i;' �' p• .,;:1' , . '&.i.' ..... '
WITH SOLID CORE CONSTRUCTION. suwtoortojoi orgisdd'+t Wrty 2-16d
B) HOLLOW CORE DOORS OR DOORS LESS THAN 1 3/8 IN and tacetn ":N:�"�1►
THICKNESS COVERED ON r-TI-IE INSIDE FACE 'WITH 16 GAUGE sdeotatetoJoittort v,tacxri ,16d�16'o.c.•. { :};
SHEET METAL ATTACHED WITH SCREWS AT 6"'•ON' CENTERS 'lay"'''%`'r
AROUND THE PERIMETER OR EQUIVALENT. s76pP41etostud,6Wnailoil,-,J, A.�� :
C) WOOD PANEL DOORS' WITH PANELS `-FABRICATED OF LUMBER -Stud
phl�?'eyw�'�" ``" 2-16d end hail, or 4-ad toe Wait
'''
NOT LESS THAN 9 16" THICKNESS, PROVIDED SHAPED
kdsltxis;taxttaiL.:ec' -;1`Mc 16d�24-o.c•
to tt)oUa+ttop ptates; ticc t�ail,�r�,4�d��•�. 16d 0I6-ac.
PORTIONS OF THE PANELS ARE NOT LESS THAN 1 /4- iToptpwcs,tapsztAhilersklimni �-16d
THICK. INDIVIDUAL PANELS SHALL NOT EXCEED 300 SQ.FT iiacetii7�•'�'+':5+�rr='s''^' i''; X. '
IN AREA STILES AND RAILS SHALL BE OF SOLID LUMBER fcontirnjousttea t•.twopitctsset, 1Gd@1Vo.c-utor)gtachedge.
WITH OVERALL -DIMENSIONS OF NOT LESS THAN 1 1 /8" IN �nricdge';t�""'i;�^R``y?r:"+''
THICKNESS AND 3" IN WIDTH. MULLIONS SHALL' BE CON- 'Co'r"'��'tot 3-0d
SIDERED A PART OF ADJACENT PANELS UNLESS SIZED, AS carte,tio�slretddle4detossitd.to�r,�a aid
P6iitg joists; lip tirtr pattitiotis, ,..- .
REQUIRED HEREIN FOR STILES AND RAILS EXCEPT MULLIONS ;��xia,i;,;;ru;fir��;,;;..►. ;� I
NOT OVER 18" LONG MAY HAVE AN OVERALL WIDTH. OF NOT caw joist10 j7 zUo caner, taco • 3-16d ' I
LESS THAN 2 CARVED AREAS SHALL HAVE •. A THICKNESS �tup.. ( t� '? ; ,�iI t, IA.'F '��.
OF- NOT LESS THAN 3/8 INCHES. I ttalter.toiidge'�.:; x ,�..�.,.•.,•ry; 3ed
D) GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN ;Ftallerties, 2Unber, tactt4i , ::. 3-16d
THE DOOR IS IN ]-HE CLOSED POSITION, SHALL BE FULLY nancr11tt,1'1tm�ber, to&t r4 5-�d ....
TEMPERED GLASS ;OR APPROVED BURGLARY RESISTANT MAT- ttaitertoptate,tot:trail +e , ,: 3-8d
ERIAL, OR SHALL • BE PROTECTED BY METAL- BARS, SCREENS WC ,tt>,, txx to easlr sirtdarxt z-8d
. pi7if. tack trtr� . ; . � .; ;or, .•.
OR GRILLS HAVING A MAXIMUM OPENING OF 2, �THE PRO- r 1-x1rt%•tixt6wttst►caui4)g iot2dr z-W
VISIONS OF 1-1-I1S SECTION SHALL NOT APPLY TO -VIEW :PORTS - I ;
OR WINDOWS WHICH DO NOT EXCEED 2" IN. THEIR GREATEST Wider Do" 1,cll thc: 1hvtoeaclt 3;8d
DIMENSIONS. bearag,fa-be tail '
E) DOOR STOPS OF IN SWINGING DOORS SHALL BE OF ONE COMMON r GALstuds' NAILS
za-o.c. '
PIECE CONSTRUCTION WITH THE JAMB. OR JOINED BY RABBET ' c°ttutoN oz cAt.vAiv[z=_� gox r��tts
TO THE JAMB.
F) ALL PIN HINGES WHICH ARE ACCESSIBLE FROM- OUTSIDE THE,
SECURED AREA WHEN THE DOOR IS CLOSED .SHALL HAVE A
MINIMUM 1/4 to DIAMETER STEEL JAMB STUD WITH 1 /4"MIN-
IMUM PROJECTION UNLESS' THE: HINGES ARE • SHAPED TO PRE-
VENT REMOVAL OF THE HINGE PINS ARE REMOVED.
G)-1-1-IE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE
FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL
BE SECURED_ i'TO JAMB AND THE. SMALL FRAMING WITH SKEWS
iV0 T LESS i t-IALJ 2 1 2°' IN Lti�� 11 i.
1-1) SPECIFY DEADBOLTS WITH HARDENED INSERTS; DEADLOCKING
LATCH KEY OPERATED LOCKS ON EXTERIOR; LOCKS OPENABLE
WITHOUT- KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT ON
INTERIOR; AND TYPE TT-IROW, AND EMBEDMENT OF DEADBOLTS
FOR SINGLE! SWINGING DOOR, ACTIVE LEAF OR PAIRS OF
DOORS, OR BOTTOM LEAF OF DUCTH 1)001�.
1) STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1 "
AND AN EMBEDMENT 01 NOT LESS THAN 5/8
J) A HOOK -SHAPED OR AN EXPANDING -LUG DEADBOLT SHALL
HAVE A MINIMUM THROW OF 3/4
K) CYLINDER GUARDS SHALL BE INSTALLED ON ALL• 'CYLIDER
LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND'THE- FACE
OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING
TOOLS, r' !
L) SHOW MEANS OF SECURING INACTIVE LEAF OF DOUBLE POOR.
AND UPPER LEAF OF DUCI11 DOOR. �
6,. SLIDING GLASS DOORS AND WINDOWS SHALL BE 'EQUIPPED WITH
LOCKING DEVICES AND 'SHALL BE SO CONSTRUCTED AND INSTALL-
L-W.-ITIAT' THEY REMIAN INTACT AND ENGAGED WHEN SUBJECTED
TO -THE TESTS SPECIFIED IN 6731 AND 6732, ,
SLIDING DOORS AND 'WINDOWS SHALL BE PROVIDED WITH A DEVICE
IN TIIE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT
RAISING .AND REMOVING OF THE MOVING PANEL' IN THE" CLOSED
OR PARTIALLY OPEN ,POSITION. t
8. LOUVER ' D WINDOWS SHALL BE PROTECTED BY't METAL BARS OR
GRILLS V 11-I-1 OPENINGS. THAT HAVE Ni- LEAST ONE DIMENSION OF
6" OR LESS WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTERY r
9. ANY RELtASE FOR METAL BARS; GRILLS; GATES OR SIMILAR DEVICES
CONSTRUCTED TO PRECLUDE 1-16MAN ENTRY THAT,{ ARE. INSTALLED
SHALL BE LOCATED ON THE INSIDE OF THE .ADJACENT ROOM AND AT.
LEAST 241" FROM 'THE CLOSEST OPENING THROUGH SUCH METAL BARS,
GRILLS, GRATES OF' SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN
ANY DIMENSION. i
S 3 . ;
10. IN G-OCCUPANCIES, PANES OF GLAZING WITH A .EAST DIMENSIOF.N F
GREATER .11 IAN 6 BUT LESS 1-1 IAN 48 SHALL `BE FULLY TEMPERED
GLASS OR, APPROVED BURGLAR RESISTANT MATERIAL OR SHALL BE -
PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE
AT LEAST ONE DIMENSION OF 6" - OR LESS.
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11. OTHER i OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL
LOCKING DEVICES. IN B-OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE
BARS, BOLTS, CROSS -BARS, AND/OR PADLOCKS WITH MINIMUM 9/32"
HARDENED STEEL SHACKLES AND • BOLTED, 'HARDENED STEEL HASPS.
12. PROVIDE DETAIL AND: SPECIFICATIONS. FOR THE PROTECTION OF SEC-
URITY OPENINGS OTHER-1-1-TAN DOORS OR GLAZED; OPENINGS PER 6723.
13. SCREENS, BARRICADES, OR FENCES- MADE OF MATERIAL_ WHICH PRE-
CLUDE HUMAN CLIMBING SIIALL BE PROVIDED AT EVERY PORTION OF
EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF
THE UTILITY POLE OR ShMILAR STRUCTURES.
14. MULLIONS SHALL BE 'CONSIDERED A PART 'OF ADJACENT PANELS UNLESS
.SIZED AS REQUIRED HERE-11J. FOR STILES AND R/',ILS' EXCEPT MULLIONS,
NOT OVER 18" LONG MAY HAVE AN OVERALL WID-1-II OF NOT LESS THAN 2
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TITLE
REVISIONS
CIIECKED
JOD NO.
DRAWN ,
DATE, JAN. 2004-
SII1;ET
Ole
SIILEI'S