HomeMy WebLinkAboutB14-0096 Structural Revisions plans r ���� �_ ti_ . ,,
'" LVL BM. PER ' ��" ��°� �
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PLAN �'� ��94e����",��"�
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SIMPSON F� 412, 1 r�.�n.� ��
TYP. � �
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2x12 LOOKOUTS C�? 24" O.C. o o N � � m�
S7 (TAILS TRIMMED TO 10" MIN. � � ��
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LVL BM. PER
� I I I PLAN 04/07/2015
A - - �
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` (8)-TRUSSLOK
2 SCREWS EA. SIDE, � � �
S8 � (16) TOTAL EA. END a' r� `n
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� 13/4 11 $ IL' � 12' O.C. � � . N o� �
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EXTERIOR HEADERS ARE: � � .�
(3)-2x10's W/ (1)-2x6 " � � � � E�TY . � � � � � � DA TYP. Ca? RAFTER & z �' X
TRIMMER AND (1)-2x6 � � � Y �fY 2 -1,1 /$ V L W � � (2)-11 /$ VL (LOW) LOOKOUT BRG. S7 Q .� � �
KING STUD EA. SIDE, TYP. I I I - I I ~ �
� UNLESS NOTED OTHERWISE I I II (3) 2� 8 IGH) I I I I I 3�-2 ��I� I I � �
� I J � I I J I � 3 7Y4LV - Y4LV - Y4LV 3 - Y4 VL 3 -74 L I I � z �'
13/4x11�/8 LVL LEDGER w/ (5)-LEDGERLOK I I II I� S6 I I I I I� J I � H O � �
SCREWS � 12" O.C. BLOCK BTWN. STUDS I � I� I� N \ -�(5 E NA LS, I I\ N �I I I I 2 U � ,� c`no
FOR LEDGER ATTACHMENT. ATTACH w/0 � MI , TY . � �
X S8 � � � ao
EA. SIDE OF BLKG. TO STUDS I I II I� � I I I I I I I� N �I I I I I +� X o
I � � I� M � I � I cv j I I i I 13/x11 $ VL' 12' 0 C. 13/4x10" (MIN.) LVL STRUCTURAL SUB-FASCIA � � m �
I I �I I TO BE CONTINUOUS WHERE INDICATED, TYf�. � o J
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c. . I
I I I
� WJ I I � EXTERIOR HEADERS ARE:
� � �� i i 3 x�7 LV � � � i � � - - J (3)-2x10's W/ (1)-2x6
3 I I' � �� � � � � � 41 �t I I I I I I � � � � � � � � � � � J
,y,�6 � � ,�I� � � L W � � , � ,I , � � � TRIMMER AND (1)-2x6
� Sg +� I I i i �i � � � I I I I I I I I � � � � � _ I i � � � � KING STUD EA. SIDE, TYP.
�- - C� �; 'i i i i i i I i i i i i
"� - �T i i r, i i � I I I I I I I � i i i i� - � UNLESS NOTED OTHERWISE I
� i d' ,i i �' i i � i i � i 1 �� � i i X
���`' �G' I I' + �' � +� +e' � I I +�' I I E �TYF� I I � � , i `L � i , I � i i i � 3 � I
� � W6x15 OR 8x13 LOW) � � ��� - � i � � � � � � � � �� � I i i i 1 /4x11 /8 LVL LOOKOUTS � �
B � � � I 24 , TYP. (TAILS TRIMMED TO
+�°` 3 13/4x7Y4 O-1 /4 7Y4 � �—�3/4X Y4 � 1 /4x7 4 LV � 1 4x7 3 13/4 7Y4 O-1 4x7 LV � � � � � 10" MIN. DEPTH) �
� � )- � � )-, � � )- � ) �J �J i i
�+ LVL (HIGH) L L (HI H) L L (HIG ) J� 6 L L IGH) LVL (HI H) +�, ` i i I 34 � „ � � ) 1 /4x10" (MIN.) LVL STRUCTURAL
� i i i 1 /x11 /$ LVL LEDGER w 5 -LEDGERLOK 3
�, o i � � SCREWS C� 12 O.C. BLOCK BTWN. STUDS SUB-FASCIA TO BE CONTINUOUS WHERE �
J i i i FOR LEDGER ATTACHMENT. ATTACH w/0 INDICATED, TYP. % � �
I � ALL HIGH WINDOWS TO I i i i I
HAVE 2 -2x6 TRIMMERS & EA. SIDE OF BLKG. TO STUDS i
i � � i � � I 13/4x18 LVL LOOKOUTS C�? �
X 3 i i i 24", TYP. (TAILS TRIMMED� � �'� �
(1)-1 /4x5Y2 LVL KING STUD, i i i „ �
i i I TO 10 MIN. DEPTH �
� TYP., EA. SIDE OF OPENING. i i i � ^
I � � I I I 3�4 }/4 I I I I — - - / � � �
.�� _ i � i i i i i I I I I I I '� i i i i i� � ^�\ ,� � � �
p�+ BD TYP. i i i i i i 0 ) i i i i i � 3 �
.-. ; i i i i +�O i i � � � � � � +. i i -{-�O i i ..}. � � -y-�` �V
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� c� ii i i i i i i 1 G. i i � �� r�
C — — � �- — — — — � � � � � � � � I I I I I ��' I � ��"� �`L � �� � ��`��. , � � 1/
- � o J i i i i J i i i E TYF�. i i i i i W6x1 OR 8x13 ( OW) � I
� � �
x x ap �O � —� �4X7 L�/ 3)- /4x7 4 (3 -13/ Y4 � �—� 4X � L�/ �O �3 —�3�4X7 4 �3�—�3�4X7Y4 3 � � � e�
� � X � + VL HIG LV HI � i`L+ LV (HIG LVL HIGH �3�-� �4X�Y4 rT,
� � � � „� � � � LVL (HIGH) / �1
��' � ' � � �
13/4x18 LVL � �
ALL HIGH WINDOWS TO p r', �
LOOKOUTS � 24", +�°` � I HAVE (2)-2x6 TRIMMERS 8c � ��
TYP. �+ � I (1)-13/4x5Y2 LVL KING STUD, o � �
(TAILS TRIMMED TO ��`� � 13 x18 L L C� 2 " O.C. �3/4 18 L L 16" O.0 TYP., EA. SIDE OF OPENING � �
10" MIN. DEPTH)
o � �
X J �
DOUBLE LVL TAILS � � BD TYP. � �
AT CORNERS, TYP. I � I J '" p�+ � �
(3)- 3/4x11 LVL 00 �'�+ _ � � � 6�
D - - �+ +� - - - - - - - - - - - - \ ^ �- 6�
�+ ��, j� _ �
� � �
� �+� �+� `. .�
� 1 � � � � � � �
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� � (3 -13 x7Y4 LVL � � �
E � �I3/4X 8 L L � 16" O.C. 13/x18 LV C� 2 " O.C. �
I I 3)— 3/4x 1 1 Y4 v� I � �
s8 � �
�� �
� �
13/4x10" (MIN.) LVL STRUCTURAL c�� �
SUB-FASCIA TO BE CONTINUOUS WHERE +`O � �' o � �
I INDICATED, TYP. I OO TYP. C�? RAFTER & i`1' � �
LOOKOUT BRG. �`L1 � I DOUBLE LVL TAILS C�? � � �
° CORNERS, TYP.
I I �' I � � �
— — — — — — — — — — — — — � �
�
- - - - - - - - �� (3)-13/4x11Y4 LVL � �
I I S8 I J�� I '� S9 �
I I I I s
�
(3 -13 x7Y4 LVL +R �
3)-13/4x7 4 L L (3) 13/4x7Y4 LVL M
NOR H
R � � � � R A M I N G P LA N SCALE: 1 4" = 1 '-0" designed by CMR JMO
I I I I drawn by
� PLAN NOTES I /�+� J J J I
checked by
1. POSTS BELOW ARE INDICATED: � �`L1 � � � issued
NON-CONTINUOUS POSTS FROM ABOVE OR RIPPLE POSTS ARE INDICATED: � �
SINGLE STUD TRIMMERS THAT DO NOT REQUI E BLOCKING BELOW ARE INDICATED:� PROGRESS 03 27/14
S8
� 2. ALL POSTS ARE LABELED AT THE TOP. I I I I PROGRESS O4�H 14
G I 3. ROOF SHEATHING IS 5/$" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. I I I PERMIT 04/8/14
4. "� " INDICATES CONNECTION TYPE - REF. 1 FOR SCHEDULE. REVISED 05/22/14
REVISED 02/05/15
5. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). REVISED 04/07/15
I I I I I
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sheet
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JOB #1402-06
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STONE VENEER PER i STUD WALL &
ARCH. � SHEATHING PER PLAN 04/07/2015
i
2x12 BLKG. BTWN. �
13/4x11Y4 LVL's RAFTERS � BRG., � o, �
_ _j ,;� PER PLAN TYP. - � �
» � STL. BM. PER PLAN
� a� �
2�4 5" CONC. SLAB PER � STEEL RIDGE BEAM U -� � �
PLAN PER PLAN W/ 2x z �
MAX. NAILER - � �
�o
�a _. � o �
78'-0 (n � ��
T.O. SLAB - � � � _ a Z � X
� I I CAP �j': 5/sx5Y2x0'-7 � = Q
„ � I I ��pe�``'�����y� � 5 SCALE: 3j4,. _ �'-0° Q �� � �
3js � COL. PER PLAN o�o����.�� �
� � '%��i�'! S8 � �
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�
3j6 � � #5's VERT. � 16" O.C. z a'
1 0 S C A L E: 3/4' = 1'-0" � � �
S8 — #5's CONT. HORIZ. � 16" O.C. BEAM SIZE & T.O. U _ � °,n°
, PLYWD. VARY O SIM. �
1Y2" LTWT. CONC., TYP. � � � � ao
0 5„ 5„ � � X o
�516'W O.0 � � � 105'-10Y2 � U m v
�_9 ° �. __ _- T.O. PLYWD. � p Q
� , � � u� � >
� SEE WALL SECTION FOR REINF. � ° o 0
(2)-#5's CONT. HORIZ.� OC TYP. � � �C TYP.
, TOP & BOT. A, / Y2" EXP. MAT'L, TYP.
. j� � �-�� ���e
� /
� COUNTERFORT WALL „ #5's TRANS. � 24" O.C� � - ' �5" CONC. SLAB PER PLAN
3'-0 - � 1Ya CLR. ` 72 -0 STL BM. PER PLAN W/ 11�/8" I-JOISTS PER PLAN
(2)-#5 DWLS x � � � TYP. - � T.O. SLAB CONT. 2x R DRIVE-PINNED
C� 12" O.C. ° � SEE PLAN `� � � � a TO TOP FLANGE �
ALT. LEGS � � _ _ � - T.O.F. °° � � '����° �" a�
N ^ � e '� <, ����x� �
o � -. e� o ��,�`�� � � - �. _� � ������'��%�'
o e I �°' ` °, � ���!'� (6)-#5's CONT. �
� ° � � -� � a e e �' ` � ° e �'�� LONGIT.
a�' - - � _ °� � �%�� 4 SCALE: aj4„ _ 1'-0" �
, N S8 �
- PERIMETER DRAIN - � � �
PER SOILS ENGINEER 1'-6" 10" 1'-6" � v MIRROR � SIM. ���
#5's � 16" O.C.
FOUNDATION WALL EA. WAY EA.
FACE 3'-10" SEE PLAN -� ^ �
(8)-#7 DWL's IN T.O. BEAM � � �
- 10" 2 ROWS � END �
OF COUNTERFORT 8 SCALE: 3/4" = 1'-0" � � �
Sg � STEEL BEAM �
J PER PLAN � �
n
CAP �: 5/8"xBM. WIDTH �
10" SEE PLAN _3 ��
x0'-8 W/ (2) /4 � I I � �
THRU-BOLTS. - �
SEE PLAN SIDE OF WEB OR WELD HSS COL. PER PLAN � �
87'-8Y I_
T.O.W. T.O. STL. � �
° ° I I
�
- 5„ I I � �
CAP & BASE h': � � �j
Y2x4Y2x0'-5 3 � � �
SCALE: 3/4" = 1'-0"
\ SEE PLAN TYP. 3/6„ �HSS3x3x3/6 C.P. S8 �q rT�
' � � �
� —�-----�— � +� T.O.W. 3/6,� 5�4„ 85 -8Y
T.O. STL.
�, �_ --r---- i i -� i � � �
� � � � (2)-#5's CONT.
, I HORIZ. TOP & BOT., 84'-83/ � �
TYP. T.O. STL. (4)-10d NAILS INTO 2x BLKG. BTWN. � (4)-10d NAILS INTO �
� I I I I I `�, � EA. LOOKOUT, TYP. LOOKOUTS � BRG., TYP. � EA. LOOKOUT, TYP. �
�
--r----
a a � \ STL. SHIM w/ (2)-5/s"� EQ. EQ. � � � �
T OLTS (1 EA. SIDE OF WEB) �
OR WELD
� � �
� --�---- � I I I STL. BM. PER PLAN �
� � � �
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� ; � �
_�____�_ _i_____�� CONC. COUNTERFORT ' �'' I� �
� �
4 J ♦,� � ��� I i`;
� � � � � #5's � 16" O.C. EA. "�� QA TYP. �
� ' WAY C�? EA. FACE IN �
, � � � � 7 SCALE: 3/4" = 1'-0" 13/4x11�/$ LVL STRUCTURAL �
I � I I I COUNTERFORT SUB-FASCIA, TYP.
} L �,_�___�_ _ ____L L S8 13/4x11�/$ LVL RAFTERS
( )-#7's VERT. IN 2
I � I I I �ROWS � END OF 13/4x11�/$ LVL LOOKOUTS PER PLAN
� � 24" O.C., TYP.
�
I � I I I� COUNTERFORT
2'-0
(2)-#5 DWLS x o ♦ ° I I I I I � 1Y2" LTWT. CONC., TYP. 2x6 STUDS Cs� 16" W/
--�---- � I I I g 7 DWLS x o � FLOOR ASSEMBLY PER Yz PLYWD. OR OSB designed by �MO
� 12" O.C. � I � I I I � � �-# I � PLAN CLR �M O
,
ALT. LEGS _ ____ _ C� END OF � � draWn by �
� � I— �r COUNTERFORT � BLKG. BTWN. JOISTS �
_�� ____ � I � � � � �''� 2�-6 �� BRG., TYP. ch ecked by TD H
SEE WALL � � ° . , � � I I I
issued
SECTION FOR � � I � � � I � � � � � #5 DWLS o 2 SCALE: 3/4" = 1'-0"
REINFORCING � � � � � I � I � I � x � 16" .� �
_ —L�_---1�— 1�----J�l� / a.�. � s8 PROGRESS 03 27 14
� '
a —��---- � I � � � � � �j � —° ' PROGRESS O4�8�14
� � � � � � � � (,� 84>_gs� �� � >� � -� � � - � RIGID INSULATION PER ARCH.� � ! '
Y2" EXP. MAT'L, TYP. � I � � � I �"I � I T.o. sT�. ,; ,,, � PERMIT 04/8/14
I � I � I � I � I � —#6's � 8" O.C. EA. WAY � TOP
5" CONC. SLAB PER PLAN \ —� ___ � � �____ � � L 3 WELD 3 / f�E�/�SE� 05/22/14
�
� —� �I— �� ��� � � �s°° sioES � �, ',;� REVISED 02�05�15
SEE PLAN � � � � � � � � � � SEE PLAN � '�� � j � i
T.o. s�a,B - _�____�_ 1�____ � � N , i REVISED 04/07/15
� �
� a SEE PLAN �
��� �°�� �� - a �������° T.O.F. � L4x4xY4x0'-7Y2 EA. SIDE w� � - �
o a���� �
° o�� ��� a a a a - � �
� ������� � a a � (4)-3/4"� THRU-BOLTS �� QA TYP. 13/4x11�/$ LVL RAFTERS
/ i i i �
i� i i, � � ��O a�°'° � PER PLAN
\��������� 4I J � I � I� � I � :'e va I I \
�/��� O — J \
`ii`% � I � I I ` � � � ° STEEL BEAM
� �,, a a , ° I� I � � � a � PERIMETER DRAIN PER I I G �
`� a a � � � -� CAP �: 3/4 xBM. WIDTH PER PLAN � 2x BLKG. BTWN. sheet
° ���a � I I I ° � �, ° SOILS ENGINEER 3 , I I RAFTERS � BRG.,
a � � =� '� � °� a l � VERIFY LOCATION IN x0'-9 W� (2)-/4 �
, , ,, a � � FIELD THRU-BOLTS. - TYP.
SIDE OF WEB OR WELD
C���^�� I� HSS COL. PER PLAN i 2x6 STUDS � 16"
� � W Y" PLYWD. OR
J
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2
U
I OSB SHEATHING
#6's C�? 8" EA. WAY C�? �,� i i �
BOT.
9 TYPICAL COUNTERFORT REINFORCING SCALE: 3/4" = 1 '-0" 6 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0"
S8 S8 S8
JOB #1402— 06