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� CODE SD FT WIOTH HEIGHT S� FT : •w�
� � T 3024 1 51 11-3/8" 19-1/8" 2 72 < •,�
��/ I I 3030 1 98 11-3/8" 25-1/8" 3 68 "';:>�
3624 1 91 14-3/8" 19-t/8" 3 44 �-'`��
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3630 2 51 14-3/8" 25-1/8" 4 64 „i;$�
�� � � 3636 3 11 14-3/8" 31-1/8" 5 85 "`_�
� 364Z 3 71 14-3/8" 37-1/8" 7 06 ��'�`
� = 3648 4 31 14-3/8" 43-1/8" 8 27 ��:�
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� 0 3660 5 50 14-318" 55-1/S" 10 69 ��
� � 4824 2 71 20-3/8" 19-1/8" 4 86 '°�„��
`n � 4830 3 56 20-3/8" 25-1/8" 6 56 t�':��
jy;,' ;� I 4836 4 40 20-3/8" 31-1/8" 8 27 ",� �
r 4842 5 25 20-3/8" 37-1/8" 9 98 �
— I ' / (�„ I ;4848 6 10 20-3/8" 43-1/8" 11 69
i , / �i i 4860 7 SO 20-3/8" 55-1/8" 15 11 _
� � J i �. ,� ;�� 'v j ►6036 5 70 26-3/8" 31-1/8" 10 70
� ►6042 6 80 26-3/8" 37-1/8" 12 90
►6048 7 90 26-3/8" 43-1/8" 15 11 `
k HEAD/SILL SECTION �
►6060 1010 26-3/8" 55-1/8" 19 52
►7236 7 90 32-3/8 3 i-1/8" 13;2
��- RouahOpenmg - -- ►72QQ 8 35 32-3/8" 37-1/8" 15 83
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►7248 9 70 32•3/8" 43-1/8" 18 53 -
,r"�, ►7260 12 39 32-3/8" 55-118" 23 95
�� r`" �'�l `�'� ►9648 6 61 22-1/16' 43-1/8" 25 24
� ///� �h V�j ►9660 8 45 22-1/16" 55-1/8" 32 61
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JAMB SECTION ► Indicates egress.
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1824 127 9-11/16" 18-7/8" 174
� 1828 159 9-11/16" 23-9/16" 217
1836 212 9-11/16" 31-9/16" 2 89
°� 1840 2 39 9-11/16" 35-9/i6" 3 25
Z � a 1848 2 88 9-11/16" 42-7/8" 3 91
W = � 1852 3 20 9-11/i 6" 47-9/16" 4 33
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y m � 1860 3 69 9-11/16" 54-7/8" 4 99
a 1864 4 01 9-11/16" 59-9/16" 5 42
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1872 4 50 9-11/16" 66-7/8" 6 OS
� 2024 166 12-11/16" 18-7/8" 215
2028 2 OS 12-11/16" 23-9l16" 2 67
2036 2 78 12-11/16" 31-9/16" 3 56
2040 313 12-11/16" 35-9/16" 4 00
2048 3 78 12-11/16" 42-7/8" 4 81
HEAD/SILL SECTION 2os2 ais 12-11/16� a�-sns" 533
2060 4 83 12-11/16" 54-7/8" 615
2064 5 25 12-11/16" 59-9/16" 6 67
Rough Opening 2072 5 89 12-11/16" 66-7/8" 7 48
t. � � 1, 2424 210 16" 18-7/8" 2 59
4 Basic Unit 4
�J, ,� 2428 2 62 i6" 23-9/16" 3 22
'',�"h. � 2436 3 51 i6" 31-9/16" 4 29
�. ;C^ �, �-i 2440 3 95 i 6" 35-9/i 6" 4 83
��� V�" ►►2448 4 76 16" 42-7/8" 5 81
� � ►►2452 5 28 16" 47-9/16" 6 44
� ►►2460 610 16" 54•7/8" 7 42
� - -- - �� ►►2464 6 62 16" 59-9/16" 8 OS
►► 2472 7 43 16" 66-7/8" 9 03
JAMB SECTION zsza z�� zo-i1i�s° lsais~ s 22
2828 3 39 20-11/16" 23-9/16" 4 00
283b 4 53 20-11/i6" 31-9/16" 5 33
� � � t ►► 2840 511 20-11/16" 35-9/i 6" 6 00
►2848 6 16 20-11/16" 42-7/8" 7 22
►2852 6 83 20-11/16" 47-9/16" 8 00
� 2' �'� � ►2860 7 88 20-11/16" 54-7/8" 9 22
\ ►2864 8 56 20-11/16" 59-9/i 6" 10 00
� / , / —T ►2872 9 61 20-11/16" 66-7/8" 11 22
� l� � I ►►3236 5 41 24-11/16" 31-9/16" 6 22
— � � � ►3240 6 10 24-11/16" 35-9/16" 7 00
f � ` ►3248 7 35 24-11/16" 42-718" S 42
� ( � o ►3252 8 15 24-11/16" 47-9/16" 9 33
o m o ►3260 9 41 24-11/16" 54-7/8" 10 76
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� ►3264 10 21 24-11/16" 59-9/16" 11 67
� ►3272 11 47 24-11/i 6" 66-7/8" 13 09
\ ►3636 6 14 28" 31-9/16" 6 96
� ►3640 6 91 28" 35-9/16" 7 83
` � ►3648 8 34 28" 42-7/8" 9 42
►3652 9 25 28" 47-9/16" 10 44
�\ ►3660 10 67 28" 54-7/8" 12 03
L ►3664 11 58 28" 59-9/16" 13 05
HEAD/SILL SECTION
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JAMB SECTION detercmne their exact egress requirements
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° "_""' i ._ ' ` . . , ' ' � two fayers 5/S��$fKG� � - � w ' _ �
� , � I . ;*-j � - ` - , ' , � ' � rotk at ceiling of = roised, � . , - 13� 1/2 - ` _ .
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` ' ' �J ' y �, , � , , � , . ` � � UMT#310 Chegas lst floar �` first f loo� � ' f loor m I �
�" � � �l, -{�;,v ' - Pl�mbmg chase - - . - ' ` , � bothroom , - � ` Unit#310 chigcs 2nd floor ' - �'-�o - - ' ' µ �
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� . _ ____ ___ 25�_7�� � existing wali with 5/8" dry wntl � s ` �
` '� � - — �{ Buildinq cinssif ication � � ;,
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type III 1 hour , , „ . �
- , , ; �--- 5'-? 5!'16��- ��}�- , , - �'-7 1"C I'�6" - -�_`- — 10'-�}" ____� __ � i 2-3 1,8 ___ .�.. _.
. } . 1 f oor system reQuires � 4'-3 5/16" -�-�--- 4'-11 5/S" --'��_--- � ---- �3'-3 7i1 G" � � _° ,,`
_ - two layers 5/8" sheet I .�
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Y � - ' . �f , f �" � rock at ceiling of, y - � - rnised � ,' . � �
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, � � � � � U IT ,310 C egas lst f loor � �rst floor floor in � . � ,
� � - � �j � ,,/ . - , , � � Unit #310 chigas 2nd f loor o . �,
, � , . , _ - � , bathroom �
, - _ " �' - - -- - - - - - -- -- -- - -- ---� _ � _ _ -- - - - - - - - - - - - - - - - - - - - - I M '
_ . �_ ��..�..= � � � � - � � ', total nre.a 165 sq ft to be added ns second f loor ! �
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� - _ � _ � �, i �? _ � �� � stornge � dashed line shows concrete - '
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� _ . '` , tloset a1�d , , � - . � , Q^ - , � , , �;' , , +y Building Safety& Inspection �
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_ ° � , water heafier � ' - s �, �' � - - , - - , � � �� � TO'111jNOF YAIL A tv
! ��_�_�} Secflon 106.4 Ud[�e'ID oi i�The issuance O
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�� v �„ i i i i shall no►be constnud b b0•��'�.QO�pplOYal o any violation of_
r. � - - - - - - - _ __ -- _ -- . , � . . �
' - ' _, r� , . ` � - , i � , r - --- � i i ' ' any of the�rovision�otth$oOafQd4�tC�OOe tha jutisdict»n
: , � ` 'i, i t � i _ , _ • � - - � _ � _ � r rt � � � � � � � � Fetmrts presumiag t0�iY�O N�d�aC�00C1 tde ons of this V� �
� 1 -9 5/8 _
` ,` � ' , - r � t i ' i , � � - � CD � � � � � i � � � � " _ code or other ordmanoe�o��IW10Ct 6e vali � Q •�
� � � , � - � ' S1�ped ceili this areat u to � ia� s � '
' ' _ � . -, � J� , _ The�ssuance of a pa�mit QO�.fpOCi$Cati�a an otha data shal� �
`_ . � � , i�� i i i � .
� U P � � � � � aot prevent the bwlding officW 8wA l6eteaftet tcqairin8 e cocrection o� ►�
� � � � � � , : � _ dashed iine , . {
� � � � � � , , + � ' � f � � i � new e.qress errocs�n sazd plans,spea otls Snd Othet data,ot from venting bmldtn ° �
� � , � "� i i i _ t � ` � � ,' . � , , +� i i � r � � i , operanons bemg c on ereunder when m violaaon f this code or o� V � � , ;
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- GENERAL NOTES• Lionshead Lodge Unit #310 JOB #0105-27 RESIDENTIAL STEEL FRAME FASTENING SCHEDULE .
' DESIGN CRITERIA•
Floor Live Load ---------------------------------40 psf Floor joist end to girder or top plate track (1)—#10 x 1/2" bottom flange 600S200-68 LIGHT GAUGE
Floor Dead Load --------------------------------12 psf
Seismic Zone ----------------------------------� Floor joist end to continuous rim track (1)—#10 x 1/2" top & bottom flange FLOOR JOISTS � 16" (BEYOND) ���••• o
. y
�i ���'vCa���� '/L� N
^ UBC Edition -----------------------------------1997 .
Wall bottom plate track to joist or blocking (perpendicular) (1)—#10 x 1-1/4 through plywood �:� � ;� o
" RESIDENTIAL LIGHT GAUGE STEEL FRAMING: , o:T � .
° Wall bottom plate track to rim joist (parallel) (1)—#10 x 1-1/4" � 16" o.c. through plywood ]I �__ I�G 7Y�= ]Z ° 06:�3 N �° �
a. Metal studs and joists shall be of the type, size, gauge and spacing „ -- e �y�,O�.��QR ¢
indicated on the drawings, with minimum section properties as Stud to plate track (top and bottom) (1)—#8 x 5/8 each stud flange
specified. a
b. All 16—gauge and thicker structural studs and joists shall be formed Built—up studs (back—to—back) #6 x 5/8" O 12" o.c. through webs DBL. 600S200-68
from steel that conforms to the requirements of ASTM 570-79 or
ASTM A-446—D with a 50,000 psi minimum yield stress. Built—up studs (nested) #6 x 5/8" C➢ 12" o c. through each flange
c. All 18—gauge and lighter structural studs and joists shall be formed
from steef that conforms to the requirements of ASTM 570-79 or CONNECTION SCHEDULE
Top plates, laps and intersections (2)—#8 x 5/'8" each flange d a �
ASTM A-446—C with a 33,000 psi minimum yield stress. (2)-350S162-43 C—STUDS �'
d. Contractor shall provide bridging and blocking as required for stability R Box headers beams 0 SIMPSON A35 .N
and stiffness of the final wall or floor/roof assembly. � Per standard detail a d � M �
e. Structural studs and joists shall be coated with red zinc oxide paint, or �B SIMPSON L50 U � � �
Back—to—back headers beams � ,�
shall be galvanized. (2) rows #10 x 5/8" C� 12" o.c.
f. All field—welded joints or ground areas shall be touched up with a OC SIMPSON LBV1.68/6 3 —� , EXSTG. PRECAST Z � � �
similar rust—inhibitive material. Ceiling/floor joists, overlapped at support (2)—#10 x 5/8" through webs „ „ (VERIFY) CONC. WALL � rn rn
Built—u stud osts shall consist of 18— au e steel 1 5 8 x 3 1 2 or 1 8 FILLET WELD x 3 MIN.
g P P g g / „ / " � E A. S I D E O F D B L. J O I S T �, I-�-w �, o Q �
1 5 8" x 5 1 2" s tu ds er lan an d s ha l l be a t tached to ether er Roo f ra f ter or truss to wa l l to late trackZ � �v
� P P 9 p P P Simpson S/Fi2.5 q
connection schedule. Use simil a r s i z e a n d t h i c k n e s s t r a c k s e c t i o n s a s QE SEE SECT. 1/S1 •�
required for nested connection of more than two studs together. Roof rafters overlapped at ridge (back to back) (6)—#10 x 5/8" through webs STAIR LANDING J �
h. Unless indicated as a box beam or header, headers shall consist of QF (4)—#10 SCREWS 103'-4 �
�
wo —joists placed back—to—back and attached together per Sub—fascia track to rafter (1)—#10 x 5/8" each rafter flange T.O. PLYWD. � � � N � �
connect�on schedule. � = O � � �
i. Top and bottom plates shall be 18—gauge steel or thicker. Track Plywood or OSB roof/wall/floor sheathing #10 x 1-1/2° � 6�� along edges
U � `r �
sec ions placed on concrete walls or slabs shall have a moisture #10 x 1-1/2" � 12" intermediate supports 3/16" °° 00
barrier and sealer between concrete and steel, and have a leveling � o 0
bed of 1/4" minimum non—shrink, non—metallic type grout beneath. NOTES: 5 m
Grout shall have a minimum compressive strength of 2500 psi. TS 3x3x3/16 BM �° JL 4x4x1/4X0'-5 1/2 W/ 1°� -N p --'
j. Brace steel joists and rafters against rollover at bearing locations with �, Tlie screws in this schedule are self—drilling low profile head screws. (4)-1/2"�x4" EPDXY ANCH. � � a �
TO CONC. AND WELDED �
con inuous track or blocking and provide vertica) web stiffeners where 2. This schedule indicates minimum fastenin re uirements. Where s ecial conditions exist, use the TO TS a-'
required. Within floor joist spaces beneath solid or built—up columns 9 q P
noted on plans, blocking of area equivalent to column above shall be specified fasteners indicated on the plans and details.? TS 3x3x3/16 BRACE � tn
prov� e
(SLOPING)
k. Except as noted otherwise, minimum attachment shall be provided as a
,� " TYP. _
specified in the Fastening Schedule on the drawings. 3/16" �
I. Framing Notes;
1. Floor Construction: 100'-0 EXSTG. CONC SLAB �
A. Provide 3/4" thick APA rated Sturdif�oor rated at 20" T.O. SLAB a �
o.c , tongue and groove, exposure 1. Glue and screw
panels to all supports. Install sheathing with long �.�
dimension perpendicular to joists and end joints -
s aggered.
2 NOTE: ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS "EXSTG." SCALE: 3/4" = 1'-0" �'� �
B. Provide bridging between floor joists according to the S1 �
following schedule. Bridging material shall match the „ �
floor joist material BENT I�: 3/8x5��1/2x $��
SPAN NUMBER OF ROWS OF BRIDGING
W 2 —3/4 �x4 EPDXY
ANCH. INTO DT LEG & a
up TO 14' 1 ROW AT MID—SPAN EXSTG. 4TH FLOOR STRUCTURE (4)-3/4"� THRU—BOLTS a
HAND—TIGHTENED IN
14' TO 20' 2 ROWS AT 1/3 POINTS OF SPAN SLOTTED HOLES (13/16"x1 7/8") °
20' TO 26' 3 ROWS AT 1/4 POINTS OF SPAN VERIFY a ��
T.O. CONC. a a d < e a a, �• < � a a � e �
� C. Provide a double joist below non—bearing partitions that �
are parallel to the joists NOTE: VERIFY CONNECTION --�—�
STRUCTURAL STEEL: ° CONDITION AND CONTACT ENG. �
3/4" NON—COMBUSTIBLE IF DIFFERENT THAN THAT SHOWN �
T&G PLYWD. CHANNEL BLKG. BTW . 600S200-68 LIGHT GAUGE ,e �� �
a. Structural steel shall be detailed, fabricated and erected in accordance 2 JOISTS � CANT. BRG., FLOOR JOISTS � 16" (BEYOND) �
• _ with the most current editions of AISC Specifications and Code of S1 �
Standard Practice � 108'-3 6„ a
' b. Structural steel rolled shapes, including plates and angles, shall be
E TYP.: WELD CANT. � O � � �
'• ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall M T.O. PLYWD. ______ JOISTS TO DBL. JOIST TS 6x4x3/16 �ANT. BM. 107'-9 1 1/4" "
be ASTM A53 grade B or ASTM A501. X �IY-e'------------� ��'---�Y T.O. PLYWD. L— d STANDARD HOLES IN
'` c Tube shapes are actual size as specified on plan. Pipes indicated � � M � a � �
on plan are nominal (approximate mside diameter) and refer to AISC � � `� � F TYP. W 10x17 COL.
pipe schedule dimensions. ; ; � ---- I DD 11 I DQ I 11 1 � 11 I 11 I�C TYP. 11 I I D� �� ��
� BLKG. p � �
d. All bolts used in steel framing shall conform to ASTM Specification 103'-4 i � �
A325. Anchor bolts and bolts used in timber connections ma be ' ' � 600S200-68 RIM
Y T.O. LANDING DBL. JOIST �� JL 6x4x5/164x0'-4 WELDED TO COL. a
ASTM A307. Bolt sizes shall be 3/4" diameter unless noted � � � 600S200-68 CAN . � 12 � � ) �
~ � „ � �� AND BOLTED W 2 -3 4"�
otherwise. � ; a Q � ��
�' 3 -6 2 -8 3/4 THRU—BOLTS IN TS BM.
e. Bolts used in structural steel framing shall be the break—off, torque ; ' _____ __ �__ _ 1
indicatin t e or tor ue ins ection shall be �------ ---------- (VERIFY) (VERIFY) 3'-8 1/2" a° �---�
9 YP � q p provided as required by __
the building inspector. �P � I
Typical framed beam connections shall consist of pairs of 1/4" angles
(VERIFY) 3/16"
using e maximum number of bolts called for in Table II—A of the
SIDE f�,'s: 1/4x3x0'-10 W/ W 10x17 COL. e EXSTG. PRECAST CONC. WALL
AISC Manual (ASD Ninth Edition>. S TA I R LA N D I N G FR A M I N G P LA N SCALE: 1 /4°� _ � �—o�° (2)-3/4��� THRU—BOLTS a � � i
„ » » „ „ ., � � �.�
g. Expansion bolts shall be wedge type Hilti , Rawl , or Red Head or �— TS 3x3x3/16 �
approved equivalent with the following minimum embedments:
1/2�� diameter ---- 2��1/2" COMPRESSION BRACE , � �
5/8„ diameter ---- 3„ r-�DII520�-6��-RC�I-, �
3/4 diameter ---- 4 � �--__ , Q r � �
.� l T J
h. Adhesive anchors called for on the drawings shall be glass capsule ; i g�'TY , � � '' f_=_.�
types such as "Molly Parabond" or "Hilti HVA" anchor systems. , ; � 6 OS 00 68 � ' a t �
Minimum embedments, if not specificall� indicated on the drawings, 108 —3 � ; „ ; ; �
s ha l l be accor ding to t he manu fac turer s specifications. T.0 P L Y W D. � , � 12 �� N •) ; ; d a
i. All welding shall be done by an AWS qualified welder. ; ; D -- 'pgL.-Jp1ST---------- ,
j. Delay painting within 3 of field welds until welds are completed. — _ _ - ---------- - -----r�--------—----------------� ' �
k. Where corrosive soil conditions exist, steel angles that are used to � ' rA TY ; CHANNEL BLKG. ' 0 � i � i aa
support extenor stone veneer shall be galvanized and shall be attached � � -- — � � CANT. BRG. TYP. �" � � � �
� � , � 3/'6�� �
to t he foundation with galvanized or stainless steel expansion anchors. � ; E N • � DBL. JOIST v O i i � � a
GROUT: o , pO J � i i � i 5
I � �
w I ,'� CQ TtiP. � i i � � ��
a. All grout beneath column base plates and steel beams at bearing shall ��I ,� J � � � ' �
, � � � � a -
be non—shrink, non—metallic t y pe gro u t. G r o u t s h a l l h a v e a m i n i m u m Q�I '� c o I ; ; ' � \ L 8x10 1/2x0'-10 (LLH) WELDED
compressive strength of 2500 psi. °�I � � � '� I ' ' � � TO W 10x17 COL. AND BOLTED TO �
GENERAL REQUIREMENTS• c°� �X 1�� —9 � � � � ' � �
T.O. PLYWD. x I cD , , i , , . p a �� �,
� � � � SIDE F�s: 1/4x3x0 —10 W/ CONC. W/ (4)-1/2 Wx2 EPDXY
�'� � I\ � � , EXSTG. CONC. SLAB (2)-3/4°� THRU—BOLTS � ° ANCH. INTO FLOOR SLAB &
a. Structural erection and bracing: The structural drawings illustrate the r i� 'N � � �,.�o i ; � � (4)-1/2��Wx4�� EPDXY ANCH. ��
� ' � IN PRECAST WALL designed by TFA
completed structure with all elements in their final positions, properly M�� �- _���_---__ __ � I�= � i � �
supported and braced. The Contractor, in the proper sequence, shall N�� , � C , , � b � p0 �N Q � � 100 —0 TFA M AB
provide shoring and bracing as may be required during construction to ��� , � r �, � �-o � ; T.O. SLAB d r a w n b y �
achieve the final c o m p l e t e d s t r u c t u r e. C o n t a c t t h e s t r u c t u r a l e ngineer for w� � ;�n P• � O O T Y P•N �w" ; �
� ----------- � , � 2 1/4" 6» 2 1/4" checked by
consultation (not in contract) as required. v; � i
b. Existing structures: If construction ad joins an existing structure, ��� ; z ' ' � ; m � ; 10 1/2"
contractor shall be responsible for verifying dimensions, elevations 0°� � � J � � , ; ISSUed
framing, foundation and anything else that may effect the work shown � ; n o q � � ; ; 1 NOTE: ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS "EXS-G." SCALE: 3/4" = 1'-0"
on the drawings Underpinning, shoring and bracing of existing � � � � � � � i ' PERMIT 04/10/02
structures shall be the responsibility of the contractor. � ; '-________ _ _ __ _ �_______�________ � _ � ; S1
_Fi �--------------------r-------------r— I
c. Dimensions: Check all dimensions against architectural drawings prior S2 `�- ------------ � �--------L-- ---L--------- ---------------------�------- -----J___J
to construction. Do not scale drawings. � � �� �
d. Construction practices: General Contractor is responsible for means, � �p �
methods, techniques, sequences and procedures for construction of 1 ��G�7j 2 �0���j
this project. Notify structural engineer of omissions or conf�icts S� '�,L S2 �'�'
between the working drawings and existing conditions. Coordinate
requirements for mechanical/electrical/plumbing penetrations through
structural elements with structural engineer. Jobsite safety is the sole NEW OPENING 2'-3 x 3'-3 R.O. NEW OPENING 4'-3 x 4'-3 R.O.
responsibility of the contractor. All methods used for construction DO NOT OVERCUT DO NOT OVERCUT
shall be in accordance with the latest edition of the UBC.
e. It is the responsibility of the contractor to contact the structural
engineer at the appropriate time to perform site observation visits. NORTH
Observation visits to the �obsite by the engineer are for determination
of general conformance with the construction documents and shall not L4FT FLOOR FR AM I N G P LAN SCALE• 1 /4�� = 1 �—���
e construed as inspection.
sheet
f. Though every effort is made to provide a complete and clear set of PLAN NOTES: �
construction documents, discrepancies or omissions may occur. ,
Release of these drawings anticipates cooperation and continued 1. POSTS BELOW ARE INDICATED: p NON—CONTINUOUS POSiS FROM ABOVE ARE INDICATED: �
communication between the contractor, architect and engineer to
provide the best possible structure. These drawings have been
' prepared for the use of a qualified contractor experienced in the 2. FLOOR SHEATHING IS 3/4" NON—COMBUSTIBLE TONGUE AIJD GROOVE APA STURDIFLOOR, EXP.1, SPAN `
construction techniques and sys#ems depicted. RATING 24 O.C.
-`. ��' "-�
3. "�" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. �� � �
/J(/ , }( �
> � � � y , � t j �:
• � �. -v"' > 'i^ '.-�
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N 5 �`2�� a �3 (VERIF`� EXSTG. CONC. DOUBLE T's � '
a ROOF STRUCTURE ,
� ° 2 �� g•�
a e
BENT 1�: 1/4x5 1/2x 8 �
� EXSTG. CONC. DOUBLE T's ,a - S2 ANCH INTO" CONC.P&XY '1�O �"'"`
�ROOF STRUCTURE
° (4)-3/4"b THRU—BOLTS
, s�� s ' a a ° e ` a 3,�• S OTTED HOLES (13/16"x1 7/8") �
BE : /4x5 1/2x — � ��4' SLOTTED HOLES IN STL. �� �
W/(4)-1/2"�x2" EPDXY jo 8" O O ^ °' � �P, a,
TO STL. CONNECTION
ANCH. INTO C�NC. & �' � o < �
a �
(4)-3/4"� THRU—BOLTS � �
e (�—�
a �' I a d
HAND—TIGHTENED IN VERT. ° S T A N D A R D H O L E S I N � �
S L O T T E D H O L E S (1 3/1 6"x 1 7/8") 0� ° W 1 0 x 1 7 C O L. I � I �
° I � � � <
� SIDE F}?'s;, 1/4x3x0'-10 W/ s I � I
" (2)-3/4 � THRU—BOLTS 'S
� d BENT � 1/4x5 1/2x � 6�� I ( I a ° �
W/(4)-1/2"�bx2" EPDXY ���$„ i � I �T� �
< ANCH. INTO CONC. & �z. I � I F�
(4)-3/4"� THRU—BOLTS I � I � �
�—EXSTG. PRECAST CONC;. WALL HAND—TIGHTENED IN I � I
aa SLOTTED HOLES I � I �
3/16" � ( � �
d I � I I
1 � � � � �
� S1 � � �
� � � �
e I ' I -
� EXSTG. 4TH FL00 I � I
STRUCTURE � ' � �
TS 3x3x3/16 ° VERIFY j � j � �
TENSION BRACE T.O. CONC. 4 � � � � TS 3x3x3/16 TENSION BRACE � � I
,, a � � � (BEYOND, SHOWN LIGHT) '
° NOTE: VERIFY CONNECTION ALIGNMENT I ( I � � t
" < W/ DT LEG AND CONTACT ENG. � I �
BENT f�: 3 ��8x5��1 2x g e IF DIFFERENT THAN THAT SHOWN � � i
W 10x17 COL. / / »
I � I
SIDE Fi?'s: 1/4x3x0'-10 W/ W/(2)-3/4 �x4 EPDXY ,-!, I � I W 10x17 COL. �
(2)-3/4"� THRU—BOLTS 600S200-68 � 16" ANCH. INTO DT LEG & SLOTTED HOLES IN STL. 3/4" NON—COMBUSTIBLE I � I '�
�� d (4)-3/4"� THRU—BOLTS
TO STL. CONNECTION T&G PLYWD. I � I '�
TS 6x4x3/16 CANT. BM. 6 ' HAND—TIGHTENED IN I � I
3'-10 MAX � 1 1/4" '� SLOTTED HOLES (13/16"x1 7/8") 600S200-68 LIGHT GAUGE � � � '
500S200-68 LEDGER FLOOR JOISTS C� 16 (BEYOND) T.O. PLYWD � TS 6x4x3/16 CANT. BM. �
O a
» DBL. 600S200-68 107'-9
'N/ 1/4"x2" RAWL I
O O iD OT�• O I� I� D SPIKE � 24" I � �
I
TS 6x4x3/16 CANT. BM. I�I C TYP CD TYP. (��
d a �
d � I �
3" MIN. QBL 600S200-68 $ �L 6x4x5/16x0'-4 WELDED TO COL � I� � � �L 6x4x5/16x0'-4 WELDED TO COL. � '
AND BOLTED W/ (2)-3/4 � I � �
EA. SIDE � $„ JL 6x4x5/16x0'-4 WELDED TO COL. THRU—BOLTS IN TS BM. � � (2)-350S162-43 C—STUDS � AND BOLTED W/ (2)-3/4"�
� THRU—BOLTS IN TS BM. �
3/16" TYP. AND BOLTED W/ (2)-3/4"� I � � �
THRU—BOLTS IN TS BM. °°
W 10x17 COL. � I� � �
I �
_ � I, �
a TS 3x3x3/16 COMPRESSION I I
TYP. „ BRACE (SHOWN LIGHT) � � 2 � designed by TFA
3/16 a i �j i S� j drawn by TFA/MAB
� � � � � checked by
� � �
° ° � �� � o issued
iqi �
°° � �� � STAIR LANDING � PERMIT 04/10/02
103'-4 I � I TS 3x3x3/16 BM. �
3/16" T.O. PLYWD. o �, �
I I JL 4x4x1/4X0'-5 1/2 WELDED TO T� I
� I� � o o AND BOLTED TO CONC. W/(4)-1/2"Qx4" I
� �� � I I EPDXY ANCH. �
` I I �
��f1 � � � � TS 3x3x3/16 BRACE �
BENT f� 1/4x0'-10x 10 1/2" � �8�� � I � � �(SLOPING) �
WELDED TO W 10x17 COL. AND„ „ Q � BENT f�: 1/4x0'-10x 10 1/2" � � � � ( � �8"
BOLTED TO CONC. W/ (4)-1/2 �x2 a � WELDED TO W 10x17 COL. AND � I � � ��
EPDXY ANCH. INTO FLOOR SLAB & � BOLTED TO CONC. W/ (4)-1/2"�x2" � I� � � � JL 4x4x1/4X0'-5 1/2 WELDED TO TS N BENT R 1/4x0 —10x 10 1/2
(4)-1/2"�bx4" EPDXY ANCH. � EPDXY ANCH. INTO FLOOR SLAB & I � I I I AND BOLTED TO CONC. W/(4)-1/2"�c4" � WELDED TO W 10x17 COL. AND
I BOLTED TO CONC. W/ (4)-1/2"0x2"
IN PRECAST WALL ° (4)-1/2"�x4" EPDXY ANCH. I I � I EPDXY ANCH. 1 1/2" � EPDXY ANCH. INTO FLOOR SLAB &
Q� � � IN PRECAST WALL o o � o _ (4)-1/2"0x4" EPDXY ANCH.
� � EXSTG. CONC. SLAB IN PRECAST WALL
EXSTG. CONC. SLAB � � o o � o M I I I sheet
100'-0 � � ` �� ,
„ " 100 —0
T.O. SLAB T.O. SLAB
2 1/4" g» 2 1/4" 1 1/2" 7" 1 1/2" 1 1/2 7 1 1/2
„
" 10 1/2° L 10" �p„
�
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`- � � '
2 NOTE: ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS "EXSTG." �4�l�, �� t/^--. � << � -
� , I �
-, SCALE: 3/4' = 1'-0" 1 NOTE ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS "EXSTG " SCALE: 3 4° = 1'-0" t � `�� ``r��'�"� �`` s�-%=�'.-�-- �
= S2 S2 /
JOB # 0105-27
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