HomeMy WebLinkAboutS402 Layout and ConstructionPROVIDE NEW FLASHING,
SEALANT, CAULKING TO
WEATHERPROOF NEW
PENE7RAPON AS REQb.-
REMOVE PORTION
OF BRICK AS REQ'D-
PERGOLA B�II II
PER PLAN
SEE SEC710N 2 ON 7HIS SHEET
FOR BALANCE OF MFORMAPON
1/8" AWMINUM
I (4) �12-14 HILTI KWIK-FLE% I
SCREW OR APPROVED EQUALI
I (EACH FACE, 8 TOTAL)
I I I AWIA. BM I�
PER PLAN �• I.
SECTION <
7 7�2" - 1'-�" SI
� io"xz'x�/e"
AWM. BEAM (T1PJ
5/8" DIA. AL. BOLT
EA. SIDE OF WL WEB
3/B" GUSSET PL�
cussEi P�. t/a
TO BENT PL 7/4 ,„ ��
ALUMINUM BM.
0 I
0
SECTION Z
1" = 1'-0` S1
3�4' x 2" x 1�8" x 7 3�4° CHANNEL
EXIST. W-SHAPE
co� (F.v_ 7ze)
EXIST. 18K3
I-14 HILTI '
LE% SCREW
'ROVED EOUAL
FRONi FLANGE
NOT SHOWN
FOR CLARITY
XIST. WSULATION
E%ISi. ROOf AN� MEMBRANE
METAL DECK�
EXIST. 18K3
L4x4x3�8 BRACE J
(COPE AS REOb.) 3/16 T�'
(i1P.)
SECTION 3
1" = 1'-0° 9
ANGLE
EXIST. METAL ROOF
EXIST. MSUTAiION
AND MEMBRANE
EXIST.
E%IA. 18K3 OWSJ� � ��OCAiE STL. ANGLE
AT JOIST PANEL PT. WTS.
L4x4x3/8 S7L. ANGLE HSS 5 1/2 x 5 I/2 x 1/4 HANGE
� (3)_1�7� DIA. S5.
THR� ao�Ts Wi
MIN 6 � NUTS AND WASHEF
MAX 8
,z �L4x4x3�8 BRACE
(COPE AS REQb.)
CEN7ERLINE 7
5z
LOAD CARRYING MEMBER
(8)-$72-14 HIL71 KWIK-REN
EXISL COL SCREWS OR APPROVE�
coun� THRu �s.s wro
BEAM
L5x5xl/2
SECTION 4A
1" = 1'-0" 51
WLUMN
CENTERLME
EhIST. COL 10x2x1/8 ALUM. BEAIA (TYP.)
(BEAA1 SHALL Sli AGAWST COLUTAN)
LOAD CARRIING MEIABER —
(8)-j�72-14 ML71 KWIK-FLEX
PROVIOE ISOLA710N I I SCREWS OR APPROVED
MATERIAL FOR ` ° EOUAL THRU BENT PL INTO
AWMINUTAN/STEEL BEAM
CONTACT (TYP.)� �
GUSSET PL.
GUSSET TO V4 �'�
eeNr P�. �/a
SECTION �
I" = 1'-0" 52
���� ffi��D� ��v �oo
— Beams continuous to building
0 19' 1 3/4"
— 2x6" Beam
13' 8"
i'
Diagonal o
Knee Bra
18' 11"
cfi� a,z—,4 H��n \
NWIK-FLEX SCREW OR� �
APPROVED WUAL
(INSIDE FACE, 6 iOTAL)
(NEAR COL C�)
�T� )
WWMN PER
TYPICAL BRACING DETAIL
�. _ �._p..
��1��111�1� � B�1��]��
Can Light
19' 1/2" o
(2)2x10" Bea 60" Fan
— $X$° POSYS � ' 1��
Comice
18' 11"
�
�
RELEA5E0 FOR CONSTRIICTI�N
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalMa=� .
DATE: 06�04�20
�I�1C�OO s°i�iC�Ilb�i � s�i � �c��10O N1�
C � n�c�Il D�oG�3�gc�Il°�is c� �°3do
scc oaawwcs snsEo oN ��+ff��QIl9 �
SRccEiv�oRo°j,ojsoioT SMART PERGOLA LAYOUT
2x10" Beam
18'
�
/�'ARCA�IA TYPE "G" AL.
CHANNEL, NOTCHE� TO FIT
(TYP.)
1 �
fix2x1/8 AL BRACE
(TYP.)
(6) a12-14 HILP
KW1K-FLEX SCREW OR
APPROVE� EQUAL
(TYP.)
I U-CHANNEL 1 3/4" x 2" x 1/8" TWO 17' PIECES 6" INSIDE
� OF EACH BEAM SCREWED TOGETHER USING 5 HILTI
KW1K-FLEX SCREWS 1" O.C. IN THE TOP OF EACH
PERIMEIER BEAM, SPLICES ARE PLACED AT POST POSI710NS-
17' U-CHANNEL, fi" INSI�E
EACH BEAM (TW.)�
zXB.�
Possible
location
m
BEA1A
TYPICAL SPLICE CONNECTION
1 1/2" _ 1'_0'.
\ PERIMETER BEAM
J (B) �12-14 HILTI KWIK-FLEH
SCREWS OR APPROVE� EQUAL
14� THRU CHANNEL INTO BEAIA
12' �i/z^xz'xi/e"x�i/z'
CHANNEL
LOWER BEAA1 AND
CHANNEL INTO POST
(3) $12-14 ML71 KR7K-FLEX
SCREWS OR APPROVED EQUAL THRU
POST INTO CHANNEL EA. SI�E—� �
WLUMN PER
� �(3) p12-14 HIL11
Kk7K-RER SCREWS
TYPICAL BEAM OVER
COLUMN CONNECTION DETAIL
NOT TO SCALE
� 12
(BY OTHERS)
PENE7RAPON AS REQ'D.
�REMOVE PORTION OF
BRICK AS REQ'D.
.�o
(6) �12-14 ML11 KWIK-FLEX COWMN PER PLAN - _
SCREW OR APPRWED EQUAL ^° �q" pRCADIA'U� CHANNEL N`�`� �
(ea Fnee, iz TOTn�) (rrP. _ > < ; � ;,
° (3) X12-24 MLTI KWIN-FLEX � ? m "' _
1/7 x 17' x 1'-0" SCREW OR APPROVE� E�OAL -`� n �
GALV. STL PL ^ � (fi TOTAL) (TYP.) .� �0��.3
HSS 4 x 4 x 3/8 GALV TUBE PRE-FABRICAiE� S�UARE �? 3a�x 3
TUBE WRAP PER DETAIL �7 -
ROOF SYSTEM 3 ON SHEET A125 4TH FLR. �"'-
(BY OTHERS) I I (BY OTHERS) 891�-4° � z
__ �
1/2' x i6" x 1'-4' �
GALV. PL � EXIST. SLAB ON CERTIFlED BY :
NEW (2)-1/2" �IA. 1HRU BOLTS I METAL DECK
(en. sioe, 1orn�) (rvP.)
^ . < , a. �.9r � n �. , . � otS �, SZFN
. a 5� pe `q oTFJ+
No.
1/2' x i6" x 1'-4' 10606543
GALV. PL > >�2� tz s}
q STATE oF �
� P�,n ��LOIANP �"'�
�SS/ONAL ENG
XIST. OWSJ
(,TYF.) �� .a .�..
li PERGOLA BM.
PER PLAN
I II
LJ
SEE TW. BM. TO "'
BM. CONNECTION � � o
oN THis sHccT ' � 3
^��
�
�o
�Y
� ��� �
0
SECTION � �
1" = 1'-�' Si
,o.�
AWMINUM BEAM
PER PLAN-i
q12-14 x 1"
TEK SCREWS
AT 12" QG-
�.�..�
� N
g12-ia x 3'• Z M
lEK SCREWS Q w �
AT 12° O.C. � � �
-1�x2
AWMINUM BEAM � Z Z
PER PLAN w O Q
� ~ �
_
� (^ Z
� V _
Q � J
o � � �
SECTION 5 w= N Q
3" = P-0" 51 � � � �
d
10x2
AWMINUM BEAM
PER PLAN �
CENTERLINE
1�8" AWMINUM
� 6 (6) �12-14 HILTI
S2 KWIK-FLEX SCREW OR
APPROVE� EOUAL (TYP.) o
10x2 AL BM. F
PER PLAN o
(4) j�12-ib HILiI
�CHANNEL QNSERT) 10x2 AWMINUM _
BEAIA (iYP.) KWIK-FLE% SCREW OR LL
APPROVED EQUAL (T1P.) o
(6) N12-14 HILTI N
KW1K-FLEX SCREW OR Q z
APPRWED EQUAL 1/8" AWMINUM 1/8" ALUMINUM
(4) �12-14 HILTI CHANNEL QNSERT) CHANNEL QNSERT) y��
KVnK-FLEX SCREW OR z
APPROVED EOUAL Q o
(EACH FACE, 8 TOTAL) INTERIOR 1ax2xl/e j
• .�. ` a �ioxz n� eeaM
SECTION s (ov�R coNNecroR>
s" = i'-a' s2
PER PLAN
AWMINl1M BEAM � o
TYPICAL BEAM TO o
BEAM CONNECTION
i i/r = r-a• �
� �
� ¢ �
o �
NOTE: CORNER INSERTS TO BE �
CORNER INSERT 1/8' AWMINUM CHANNEL (SIM. C
(SEE NOTE) TO BEAM TO BEAM CONNECTOR) CORNER INSERT
SEE NOIE) � � �
(4) �12-14 HIL71 KW1K-FLEX � L.
SCREW OR APPROVED EQUAL (T1PJ
(12 TOTAL PER CONNEC710N) � O �
BEAM PER PLAN C
� o�
roP viEw �
PERIMETER O �
BEAMS /
(4) k12-14 HILP KWIN-FLEX �
SCREW OR APPROVE� EOUAL
(iz raTn� PEa coNNccnoN)
1/8" AWMINUM CHANNEL �
(SIM. TO BEAM TO BEAIA �/+�
CONNECTION) (i1P.) �
CORNER WSERT �P
BEAM PER PLAN (SEE NOIE) �
BEAM PER PLAN g-
(a) i/a' oin. �K sceews (rvP.)� �
SIDE VIEW ISOMETRIC VIEW
TYPICAL BEAM TO BEAM CORNER CONNECTION AT COLUMN
3. _ ��_p,.
DRAWN HY � ➢ESIGNE➢ BY �
AM AM
CHECKEO BY : DATE �
SJS 3-16-2020
SCE JOB N0. SLALE
20026 AS NOTED
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— W �
� U � w a
JcnQ �o
� Q C"% Cn Z
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� W �
�= w
o ~ (n
SHEET NUMBER
S2